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I. 5 &i oo c°.Z.. 261-0' I.?G 5o 54- &✓< 9 f 4'-0' I 27-0' ALL HANGER$.US2 UXO. -- -- -- E_ -..--- -- - -- -- -- r • 6:12� 6:12 m 0ED r - , 7:12,` 7:12 ._ FF(2127-0' • 6v_ _: 4 \ / 7:12 Ei ' OS / / ]4b4) 1a k r3 \ ' • \*1 i b I 4 did 4 • /4:121{:1 L «i r+""' I. 4.5:12r9 r4 r4 : / a14) / ua °° I 16'-61/2' i T- 0' � I16-1' 26'-0' I 9'-11' I C Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE ABOVE PIAN PROVIDED FOR TRUSS POLYGON NW 08/10/15 PLACEMENTCALCULATIONS PROJECT TITLE REVISION-1: DRAWINGS ALL RAL p a em/ DRAWINGS FOR ALL FURTHER7-A GE AT GARAGE NH-KD GABLE OVER Y�oNALLN INT � INEER OF RECORD PLAN. BRAWNBr REVISION-2 RESPONSIBLE FOR ALL NON-TRUSS 4 TO TRUSS CONNECTIONS.BUILDING 7-A / A GE GARAG'EI-IECKED BY: DESIGNER/ENGINEER OF RECORD To T C 0tP N 1* REVIEW AND APPROVE OF ALL US S DELIVERY LOCA70N: SCALE REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.115"—1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. , ' Re: 7-A GE AT GARAGE NH-KD 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: K1345829 thru K1345848 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. cs,o PRo. (1 �NGINE`c9 /Q, 44 t 89782PE 9r ..4::74.OAEG. A's t2' 179t'"lnY 16 f4Q' k 'AUL. '* :XF(-F&. 16 August 10,2015 Rivera,Mark The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 16'- 6.5" ICOND. 2: Design checked for net(-5 psf) uplift at 24 "or spaci6g. TC: 2x4 KDDF #14BTR LOAD DURATION INCREASE = 1.15 Design conforms to main windforce-resisting BC: 2x4 KDDF #14BTR SPACED 24.0" O.C. system and components and cladding criteria. TC LATERAL SUPPORT <= 12"OC. UON. LOADING Wind: 140 mph, h=24.1ft, TCDL.4.2,BCDL=6.0, ASCE 7-10, BC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dir), DL ON BOTTOM CHORD - 10.0 PSF load duration factor=1.6, TOTAL LOAD- 42.0 PSF Truss designed for wind loads in the plane of the truss only. LL - 25 PSF Ground Snow (Pg) Gable end truss on continuous bearing wall U04. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 4-1x2 or equal typical at stud verticals. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. Refer to CompuTrus gable end detail for complete specifications. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 8-03-04 8-03-09 T f T 12 I)M-4x4 12 14.00 V 3 N14.00 ,4 o 111111111111 . o L. 4111111 1n oI o 0 M-3x4 14-3x4itO PROFS y 1-00 16-06-08 1-00 9782PE i' zr JOB NAME: POLYGON NW PLAN 7—A NH — Al Scale: 0.2641 y -i do ON I.Boldos: t1.This design diem yu onthemanoted: ,4-.74,. REGON *� �., I.Bulrrand.,e an contractor Mould be advsea atal oen\nf Nobe 1.ThN a.pn a Mrs only Won the paremNere Nroen endlo for m bwelerl �Q Truss: Al end waning.before constructionoommeneea baldngcomponem.ApgN.biyofdesignam�metersandprop.r ff. Incorporation of condoned h ea nepoeeelty of the balding d.elpner. " .X' '` _+ 2 2a compression nab bredng mutts wet.Md where.bene.. a Deege.aum.e tn»nip and bottom chorda be Merely braced at V i.Addams)tempormy bream to nen Warty drum aosMMlen T a s.end at IS ma respectively udese bead tanap,eIAereh length by /1 l NIM reepaedbMy of the erector.AdiBarl p.nr n d br.eng of continuum ebe.tMm as a.plywood.h.eg )TC).nmadryw l)DC). PA..U.L /F DATE: 8/10/2015 the overnmuanNt.repenw of the baangdadge.r. 3.24 broodbddgngorNUM adurewMdwar.done•• SEQ.: K1345829 4.No Med druid b tippled to any rmpu+doral eller elNadu end 4.hWAedonof boat leen nepenelbryofthe respective oonMda. asinereare complete end at no time eaadd any Ned.grubs than K Design..arms.Immo ere to be used in a nen•anoeNe environment. end are far'dry condition'alum TRANS ID: LINK duller Inds Mended temcomponent. B.Design mums full bearing eelsupport.Um,.Shim orwedge if EXPIRES: 1`2/31/20.16. e.Command Mea anted ew!end...mune responsibility blare aaerry. abaeMn,banding.Vdpned end bwAeem ofcompaneda T.Deagn.seam..Usual.menage a provided. August 10,2015 K This cosign N rammed raped te the BmlaMn.ed torthby K Plato,UNA be nested on both aaa of Wu,and plead ea their ceder TP W VECA in BCaI.eapbe el wddch Dei be furnished upon re9ad. Pau g 1pIgg.ndat..lee of pleb Innes wind&with Nint linches. MITek USA lnc./CompuTrue Software 7.6.6(1W-E 10.For Cute amabr pate design robre.see ESR.1311.E.R-toss psT.b) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 16'- 6.5" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x9 RIOT #16BTR LOAD DURATION INCREASE - 1.15 1- 2-( 0) 86 2- 8- #ISHTR SPACED 29.0" O.C. (-89) 485 3- 8-(-270) 278 BC: 2x4 KDDF WEBS: 2X4 KDDF STAND 2- 3-(-704) 207 8- 6-(-70) 383 8- 4-(-269) 530 LOADING 3- 9-(-596) 278 8- 5-(-270) 278 TC LATERAL SUPPORT <- 12^OC. SON. 9- 5-)-546) 278 BC LATERAL SUPPORT <0 LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF 5- 6- 70 12^OC. UON. DL ON BOTTOM CHORD- (- 4) 207 12.0 PSF 6- 7-( 0) 86 OVERHANGS: 12.0" 12.0" TOTAL LOAD - 92.0 PS LL - 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -149/ 8091/ -292/ 292H 5.50" 1.29 KDDF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 16'- 6.5" -149/ 809V 0/ OH 5.50" 1.29 KDDF ( 625) BOTTOM CHORD CHECKED FOR 1OPS F LIVE LOAD. TOP I--'._ - - AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. +--�-1,"` �""^"t.�•-•+-aa- r•J 1.5.,, raga i.�,,,.�•�g, VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 8-03-04 8-03-04 ,r MAX LL DEFL - -0.002" 8 -1'- 0.0" Allowed - 0.100" MAX TL CREEP DEFL- -0.003" 8 -1'- 0.0" Allowed = 0.133^ 4-03 4-00-04 4-00-04 4-03 MAX LL DEFL - -0.002" 8 17'- 6.5" Allowed- 0.100" f 1 1' T 4' MAX TL CREEP DEFL - -0.003" 8 17'- 6.5" Allowed- 0.133" MAX TC PANEL LL DEFL - -0.019" 0 10'- 0.2" Allowed- 0.387" 12 12 M-4x6 MAX BC PANEL TL DEFL- -0.047" 6 3'- 9.1" Allowed- 0.498" 14.00 a 14.00 9"0" 4MAX HORIZ. LL DEFL - 0.006" 8 16'- 1.0" MAX HORIZ. TL DEFL- 0.009" 8 16'- 1.0" �` Design conforms to main windforce-reals ting lillo system and components and cladding criteria. Wind: 140 mph, h-24.1ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, (A11 Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dix), tio -1. , Truss desgnedon for windr Til planeido the truss6loadsly.on M-1.5x3 M-1.5x3 0 .7' .... o o + n O M-3x4 M-3x8 M-3x4 o• 0 y y l l 8-03-04 8-03-04 y �EO PROFS 1-00 16-06-08 1_00 �. ,rNGil NE$- S/0 " 89782PE fir' JOB NAME : POLYGON NW PLAN 7-A NH - A2 1 Scale: 0.2614 ___...0-"-- ` ,f Www: GENERAL NOTES, unless olhs el.nolad: 17,1„ ` T LUSS: A2 I.Bolder and«widen contractor Mould be advised oral Oemnl Not.. 1.This dodge h bard snip won the parameters sheen and h bran individual OREGON ~_•I and Waning.bean construction commences. building component,Applicability of denim parameter.end proper 2.2dorm44 mobn., hcorpont o olcompannt pithslather. Q 3.Addlon.l temporary braebq n mean wesley during donn:bon 2.Design..comae the crap ant veip o drone to M!Wordy bneetlat en I Re responsibility sf BM amder.Additional p.nn.nent bracing en 2 o.a and el lG o.a nWddn.ly union Dnco,g)TC)haul MO length by �R� � 'y A 6 /� DATE: 8/10/2015 the wand dodo.h the nspenWBly dlhe building N continuoco ng eroh as Plywood ehe.thbq(TC)AAA,dryvAABC), PA �� (�Va Q.: El345830appliedepner. 3.2.lnpedbri bMgorhhndbnd /" T` SE 4.No nae should be ng required when shown.. hddnenenwpm anye component uml Ned al bracing and 4.Iodination of Was NIRAen.to use dill.nepeda coMndor, TRANS ID: LINK design bsa mid al no t,na should any hada greater than 8.D.sign ase*yea s an ro be uad In a nwn.emnda enviroment pp8.d to any component end an for"dry condone of use. 8.CempoTm Beano wMol over and ammo.no mpondbggy orb,. S.Wdpn southea rod beaMg at al.appals drown,Shim or wwdpe if rabdeaMn,Mnaing.shipment and Inddhton etesngon.nta ".a..ry, EXPIRES: 12/31/2018 0.SHa design b buntdnd eWJed to the gmMMro wt forth by 7.Design mums about.Mind.le prodded. 7P6WTCAwn BC81,cocopies wtlbe furnished y S.I'hna.n.AM roatw cora both hpsoftna,aM placed ea lM4amr August 10,2015 PM uponnwn. Inde Wrodde with Join anter Anse MRek USA,Ino./CompuTrw Bo#wero 7.6.6(1L)-E D.Digits Indwlo Wm e1 pate Yr Ind.& 10,For bud connector pate deign apse ere E8R-1311,EBR-1988(MM.) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS 16-06-08 GIRDER SUPPORTING 35-01-08 IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00 TC: 2x6 KDDF 616BTR LOAD DURATION INCREASE - 1.15 (Non-Rep) 1- 2-(-6136) 1370 1- 6-(-864) 3722 2- 6-( -630) 2990 S 2- 3-(-4064) 1042 6- 7-(-868) 3740 2- 7-(-1886) 570 WE: 2x6 ROOF TANDLOADING 3- 4-(-4064) 1042 7- 8-(-778) 3740 7- 3-(-1494) 5772 WEBS: 2x4 ROOF STAND; 2x4 DF STAND A; LL - 25 PSF Ground Snow (Pg) 4- 5-(-6136) 1370 8- 5-(-774) 3722 7- 4-(-1886) 570 2x6 KDDF 82 B BC UNIF LL( .0)+DL( 01.6)- 64.0 PLF 0'- 0.0" TO 16'- 6.5"V 8- 4-( -630) 2990 BC UNIF LL( 41414.1)+DL( 301.6)- 715.6 PLF 0'- 0.0" TO 16'- 6.5" V BC LATERAL SUPPORT <- 12"OC. NDN. BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA BC LATERAL SUPPORT <- 12^OC. UON. RIQIRD STORAGEDOES NOT APPLY DUE TO THE BE REQUIREMENTS OFF IBC 2012 ABS IRC 2012 NOT NIAL LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) BEING MET. 6'- 0.0" -1450/ 6448V -256/ 256H 5.50" 10.32 KDDF ( 625) 16'- 6.5" -1450/ 6448V 0/ OH 5.50" 10.32 KDDF ( 625) BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP -'r' ( 2 ) complete trusses required. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Join together 2 ply with 3"x.131 DIA GUN nails staggered at:9" oc in 2 row(s) throughout 2x6 top omocho, ICOND. 2: Design checked for net(-5 pad) uplift at 24 "oc spacing./xvx` 7" oc in 2 row(s) throughout 2x6 bottom chords, VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 9" oc in 1 row(s) throughout 2x4 webs, MAX LL DEFL- -0.039" 8 4'- 5.2" Allowed - 0.781" 9" oc in 2 row(s) throughout 2x6 webs. MAX TL CREEP DEFL- -0.079" 8 4'- 5.2" Allowed - 1.042" MAX HORIZ. LL DEFL - 0.014" 8 16'- 1.0" MAX HORIZ. TL DEFL - 0.024" 8 16'- 1.0" 8-03-04 8-03-09 4-06-15 3-08-05 3-08-05 4-06-15 Design conforms to main windforce-resisting f f f 1 f system and components and cladding criteria. 12 04-4x10 12 Wind: 140 mph, h-24.1ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, 14.00 V 14.00 (All Heightsn),fEnclosed,, Cat.2, Exp.B, MWFRS(Dir), 3 9.0° lTruss designed for wind loads llrr in the plana of the truss only. 11 I M-3x6 ,M-3x6 o NII t �IlAlik lik, Y �r� lY-Ii To 0 l 6 7 8 o M-5x10 M-3x8 ' M-7x10 M-3x8 M-5x10 1 J, y l 9-05-03 3-10-01 3-10-01 y 9-05-03 e N Q 1 �bb "76 y�CC j 16-06-08 Z: ©®7 82 E 9r JOB NAME: POLYGON NW PLAN 7-A NH - A3 Scale: 0.2332 / i /i WARNINGS: GENERAL NOM. union otherwise noted: Ge/ "q�OREGON �4 1.Builder and median contractor Medd be Moiled of.l Dear"Nom 1.This&"8n Is seed only Won the parameters.harm and N for n lnGNdal 'Yf Q �' Truss: A3 and Wanks,before anauudbncommaw bolding amp•ard.Ap*.NKYofdnW�Wnmennend paper '440GARY 1 2.2n web bracing and a Indoled ellen"porn., Dedgn NomieIntorpordion of ampopnN8wmepGW.%be the hiding chatk1 aempnwbn 2 M"2n Nominee the top.M bottom dtensn b laterally bromum d �/ 3.Addition.'temporary Wooing to hen.8.MBy during mnrinwllon Y o.o.and d 10 ex.nsp.dMty Mose broad throupmA their ten*m by t 9� Nthe ra.pendblM"Bwerw«.Adap.a)l»manbracingof owanaa.h..mngsuat.npl •he.mkg(TC).nuxdnw.NBOL U-I�..Uy,_.``` DATE: 8/10/2015 m°averse Ouch.New mp°n1Rty dew building de.pnwr. 3.7d Impact badging a Mord Wooing rpub.d 0Awro mem.. SEQ.: K1345831 4.No load timed bemeted toany component until alter albracing end 4.kwaleanof burs l.the n•psndbBMdthe mouth.contractor. Intends.,.compile.nd Cf no ten.SIs5.Id.05 6.d.gfnOt.fthSS 5.00.455.eswffs.An....are nawed bn.antormr..environment. sedan bad.b..ppldte any ampe'wd• new°mr•dry habow-ofese. TRANS ID: LINK a O^••e^�•8 b•• "•'INpp°"i1enn."nsraCdN'" EXPIRES: 12/31/2016 6.eamwrmknaaonaoiowrand.seunman.paemAlykx he ..-.,y. teal.an,handing.rdpmnrind.rMdbndcomponents. T.Design.105a..d.qn.t.4,080.5.4.poald.d. August 10,2015 5.This design lel.n.h.dshied tothe limitations set forth by 5.Plate.shell In boded aboth fame°ftrumand plated Ia Moir ardor mbrvra In 8081.spm ofwlech MI be furnished upon request. 9 IDWMs Indus.b°coincide with)ofmpm.Intron.. Miller USA.In4./Comp8Trua Software 7.6.8(1L(-E t0.For bade am.dw Wats design Woes se.ESR-1311.585-1858(MIT.6) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 7'- 0.0" ICONS. 2: Design checked for net(-5 pef) uplift at 24 "pc spaci,g. TC: 2x4 KDDF 01HBTR LOAD DURATION INCREASE - 1.15 BC: 2x9 KDDF #16BTR SPACED 24.0" O.C. Design conforms rotoe main and cladding criteria. and components cladding criteria. TC LATERAL SUPPORT <= 12^OC. UON. LOADING HC LATERAL SUPPORT <= 12^OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD 32.0 PSF Wind: 140 mph, ht21.3ft, osed, .2,BCDL-6.0, ASCE 7-10, DL ON BOTTOM CHORD - 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MFRS(Dir), TOTAL LOAD - 42.0 PEP load duration factoial.6, Truss designed for wind loads LL - 25 PSF Ground Snow (Pg) in the plane of the trues only. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Sable end trued on continuous bearing wall 004. 4-1 REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. Refx2 fx2 or equal typical at stud Vea. Refer to CompuTrus gable end detailil forfor BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP complete specifications. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 3-06 3-06 T / f 12 12 11M-9x4 14.00 177 a 14.00 2 Al IMIllihi o1 �� i o o M-3x4 M-3x4 1 1 7-00 ,i0 PR : NGIN �Sip i. 89782PE yam. JOB NAME : POLYGON NW PLAN 7-A NH - Bl Scaler 0.5570 WARNINGS: GENERAL NOTES, unless otheenn noted: 940 OREGON Truss: B1 I.Bulkier and emotion contractor rpuld be entered and General Notes I.This design based sip only upon the neonpwonders shownmen and h for en hndvidualQ� and Warnings before censtrudlon commeneea bssgs den enem.pee.nl H a of neon pmmsbra and proper 2.294 comfrelrlen web belong moat be bedwd where shone.. Incorporation of component b the reeperebtmy of the banns dnigner. 3.MdlbneltemporarybradngtobeunninnyduringconMasHes 2 wrgnarulseathe embyand ceipa droasbdtisNnMte.ewr ,9. �qRY 15 Q'. e the reNonrMtitY else ander,Addlgonel pemmma bracing of continuous 0.0.and et e.OA.respectively plywood a braced throughout mete length by �y^ DATE: 8/10/2015 the overall endure b then ng signer. readMasorNNthIng asnpdng required were oonccndfor earyBC). 1 lti��� '11� sPsnees p of the building ds 3.2c Impd bddgmp a NNW belong required where noon+. f'^ T, SEQ.: K1345832 4.No lndnodd be applied to any component until al bracing and 4.mraAetbn of bun le the neponrbHry of the respective contractor. fanner an complete led a1 no time should any bads greater then 5.Design enures busses ere to be used Ina non-corrosive environment. TRANS ID: LINK design bele be spend b any component. end en for^dry condition'of on. 5.CenpaTne hr no onkel own led enurnes no reeporenney form. e.Denten manes Tel bearing at wppone wean.entire or write B EXPIRES: 12/31120:18 htekstloe.ha neawry. handling,sidpm.a and ie bntecn of components T.Design assumes sdequota ed,reg.le provided. August 1 0,201 5 S.This design h Stasired witted h the Ilmlbthns set forth by 5.Pine Ind be boded on both faces alma,and plead r thole anter TPWyfCA b SCSI,apes of whin wS be funned upon roar. ices coincide with Iola center linea MRek USA.Inc.lCom Trua Software 7.6.6(iL 5.Digits Indicate ego of piste In Inches.)-E 10.For beide comedo plate design volume no ESR-13t1,ERR-tees(Wok) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 24'- 13.5" !COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing. TC: 2x9 KDDF#1aBTR LOAD DURATION INCREASE - 1.15 KDRFF #laBTR B2#BTR; SPACED 24.0" O.C. Design conforms to main windforce-resisting 2x4 ED BC: 2x4 system and components and cladding criteria. LOADING TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF Ninth 140 mph, h-22.8ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, BC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD - 10.0 POF (All Heights), Enclosed, Cat.2, Exp.B, MFRS(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 REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. Gable end truss on continuous bearing wall UON. 0-102 or equal typical at stud verticals. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP Refer to CompuTrus gable end detail for AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. complete specifications. 12-09-09 12-09-09 T T T 12 12 IIs-9x4 7.00 I7 Q 7.00 1 WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SITS NEXT TO SCISSOR TYPE TRUSS(ES), A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE GABLE TRUSS DUE TO THE LACK OF LATERAL BRACING PROVIDED BY A RIGID CEILING AT THE HINGE CONNECTION POINT.THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THIS HINGE CONNECTION SATUATION.COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE PROPER LATERAL BRACING TO THE HINGE CONNECTION SITUATION. art 1 IA aF- +e I - O Cr I M-3x5(S) o M-3x9 01-3x4 y 10-00 y 19-08-08 y �D PROOFS t.•t4G1NEE" �.., y 29-08-08 e1 *. .9782PE 9C' JOB NAME : POLYGON NW PLAN 7—A NH — Cl ,,,,! j� � . Scala: 0.3040 f WARNINGS: GENERAL NOTES, Unca atinnle•noted: vef p /�/'��L� ., 40 1.Bolder end traction aaneedw should bo**bed ofd O.mN Note. 1. n Ipt is baud only th.p.,of ppx.mhwn and for oo Individual 7/.�OREGON �: Truss: Cl .nd Warning.before.matin a.n common. -f7 2.an common/an nab Wadn0 rode be Intd.Ma where Moen+. Incorporation of campannnl fothe r..pombey of the bolding 95Wn.r. "� 4 L] . .\ S.Addtifons temporary bracing b bwr.W Wpy duos/onMrwlNn 2.De.pn amines the tap end bottom cmN.ta 0.laterally Mood st rl I Is the ra.panMbdty al the.odor.Additional permanent br.cthp of SMeanand sheathing much h es ply wood MnadI(TC)and/Moir lamp). DATE: 8/10/2015 25Iep u..Mam"rMM.I01.4w°°ubedoboe o ,cc"'HB°'. r` PAUL �•1 the overall*vane mpamfoMy of building 95Mpl.r, S.zwImp.d Mdphgtrl.tenlbndnp required aiwr.aMvm.. 4.No bad Mould be.ppkd to ow acornpomn Whiter el bruins end 4.Mntalatien Vilma Is the r..pomlbpy ohm.nnpadtcontractor. n actor. SEQ.: K1345833 yMenersamcompNn.ndMnoOroMoid.nyNed.praMmthen e.wMon0urrmeeMu.....ntob.lad01.non<one*.emMomwn. TRANS ID: LINK dWpn kiwis be appl.d to any cooporen4 salon on..r'dry b.04t5155n"of use. �7 a CompuTn»Mamcontrol ear end mum..mn.pamro.Iy ford» a Design non.. bearing N.Amopped.Mown.ahbn or weeps If EXPIRES: 12/31/2016 mamry. nbrN.tlon.Welting,stigma and tnsd0on of component.. 7.wsgn tamm..959.4.dnma9.b Ixo'dded• August 1 0,201 5 6.Tide duan N:WOW sublet to the InitaM,0 epi rode by S.Mew WW1 be boated on both roars of buy and pined.s 0Mk ane TPNMCAaSCSI.copies of which al"be blrnhed Won mount. p,In..00tdd.Digits Imitate lobep terra MITek USA,Inm/CompuTrus Software 7.8.8(IL)-E 10.For base Moeda piste design values are EBR-1711.ESR-111ee(a9Tek) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 24'- 8.5" IBC 2012 MAX MEMBER FORCES 4NR/DDF/Cq-1.00 TC: 2x4 KDDF )I16BTR LOAD DURATION INCREASE - 1.15 1- 2-(-2855) 608 1- 7- 460 BC: 2x4 EDDF NILBTR SPACED 24.0" O.C. 2- 3-(-1140) 335 7- 8-1-466) 2401 2- 8-(-1691) 1453 NESS: 2x9 EDDF STAND 3- 4-1 -987) 311 8- 9-(-199) 1225 8- 3-1 -172) 678 LOADING 4- 5-(-1544) 313 9- 5-(-198) 1227 8- 4-1 -556) 202 TC LATERAL SUPPORT <- 12"OC. UON. LL) 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF 5- 6-1 O) 57 4- 9-1 0) 326 BC LATERAL SUPPORT <- 12"OC. CON. DL ON BOTTOM CHORD- 10.0 PSF TOTAL LOAD- 42.0 PSF OVERHANGS: 0.0" 12.0" BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA *" For hanger specs - See approvedplans LL - 25 PSF Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS SIZE S IN. (SPECIES) 9 p CO- 0.0" -135/ 1037V -168/ 162H 5.50" 1.66 EDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 24'- 8.5" -179/ 1157V 0/ OH 5.50" 1.85 ROOF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. !COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacil:g. 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- -0.125" 8 5'- 9.0" Allowed - 1.190" MAX TL CREEP DEFL --0.248" 6 5'- 9.0" Allowed- 1.586" MAX LL DEFL- -0.002" 9 25'- 8.5" Allowed - 0.100" MAX TL CREEP DEFL- -0.003" 6 25'- 8.5" Allowed - 0.133" MAX HORIZ. LL DEFL - 0.077" 8 24.- 3.0" MAX HORSE. TL DEFL - 0.128" 6 24'- 3.0" 12-04-04 12-04-04 T 1 't Design conforms to main windforce-resisting 5-10-12 6-05-08 5-03-07 7-00-13 system and components and cladding criteria. T 1' 12 12 Wind: 140 mph, h-22.8ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, (All 7.00 p DIM-9X9 "S:17.00 load duration factor-1.6,Cat. 2, Exp.B, ItNFRS(Dir), 4.0" • Truss designed for wind loads 3 ,y-,( in the plane of the truss only. 4.11 M-3x4 M-3x6 �e M-3x5 7 � M-5x6 (,-'o tai. O o l•• �� " :: p 9 o M-5x10 M-1.5x3 M-3x4 of <=1 3.50 3.50 12 12 l y ). l 1 5-09 5-03-08 6-07-03 7-00-13 y 5-09 y 5-03-08 y 13-08 1-00 41F(, �`G N � (2 r, LF? 4 24-08-08 C . 8 782PE I-- JOB NAME : POLYGON NW PLAN 7-A NH - C2 /�r scale: 0.2375 / • W.elide: OTN.dL NOTESdesign anleweM.misenstN: y OREGON Truss: C 2 1.Bulkier and erection a onet,sn should be ncence of of General Nota 8.7Me design h bawd only upon the p ramet r sham and h for r hMlvWwl Oh� end Nfambps Mira andruelbn commences. bolding component.Applicability of deegn peremebn end proper 2.244 companion web bracing mud be Mtalled velar.shown e. Incorporation of comported lathe nepondbely of the bulking deeper. �} [}� 3.Additional temporary bracing to Meme dabpfty Mahe consbrxlbn S.weer:memos the lop and bottom ohordelo be laterally breed.1 A 1(' ', `� bM.reepenelMBty of Ms erector.Additional permanent le.ebga To.o.and dig.o.a respectively mho.braced 5000665 tth*length by DATE: 8/10/2015 the overall ebuoMe le the rsponWlny of the bold designer. 2 Impact NNNNnr ouch espyngregn6.dod 6.,..ohs,endrdryvnl(8G). A UL 1.No baa douM a• to• n0 3• Impact bddpinp o Mend brequired Mem Kean♦. SEQ.: K1345834 pplNd nyaamponem until load el and 4.Design ep lenofbuss le the responsibility,. 6.0.4 h a respective contractor. fasteners:are complete end N no lime siould any beds greater than f Design.nms trans era to be used b a non-conveys environment. TRANS ID: LINK design beds be*pelted lo any component and erbr•Ay co0das,f of n. S.Compurnwhas nocontrol over and.wume.nsreepombllryfor M. 8.wsignanmesnabeerhp.t.lwppo:fiYoen.Shlmervndprc EXPIRES: 12/31/2016 febdsaMM n. ndbpm g,dement end Indellepen of components. ..-q. 7.Design mum:adequate arabage le prodded. August 10,2015 8.7hbdedonleCSi subject to the Imitations set forth by O.PMM.Mal be bated on both has of buss and plead no their anter 7PV TCA InECK seg copies ofvAML all be furnished upon request. Ise colmide with load center Inge MIT*USA,Ina/Com True SoRware 7.6.6(1L E B.ppm indicate.he of plate m Inches. )• 10.For bade connector pleb dedpn value.we EBR-138t,E56.1088(MTM) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 35'- 1.5" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00 TC: 2x4 KDDF 816BTR; LOAD DURATION INCREASE- 1.15 1- 2-(-2890) 810 1- 7-(-543) 2485 7- 2-1 -234) 1475 2x6 KDDF 816BTR T2 SPACED 24.0" O.C. 2- 3-(-1185) 519 7- 8-(-534) 2426 2- 8-(-1650) 445 WE: 2x4 KDDF STANTR 3- 4-( 0) 0 B- 9-(-387) 1244 8- 3-( -217) 641 WEBS: 2x4 KDDF STAND LOADING 3- 5-(-1025) 424 9-10-(-386) 1245 B- 5-1 -547) 364 LL( 25.0)+DL( 7.0) ON TOP CHORD - 32,0 PSF 5- 6-(-1540) 527 10- 6-(-427) 1224 5- 9-( 0) 232 TC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSF BC LATERAL SUPPORT <- 12"OC. VON. TOTAL LOAD- 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LL -25 PSF Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) NOTE: 2x4 BRACING AT 24" OC UON. FOR 0'- 0.0" -241/ 1057V -126/ 128H 5.50" 1.69 KDDF ( 625) ALL TOP CHORD AREAS NOT SHEATHED LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 24'- 2.5" -17/ 365V 0/ OH 131.00" 0.58 EDDY ( 625) - REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 35'- 1.5" -760/ 10B4V 0/ OH 131.00" 1.74 KDDF ( 625) BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP (GOND. 2: D,:•,�.a... .__.. r+-..--:L..1 e.Ri .,.)g• M-1.5x4 or equal at non-structural AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 vertical members (uon). MAX LL DEFL--0.125" 0 5'- 9.0" Allowed- 1.187" MAX TL CREEP DEFL--0.248" 8 5'- 9.0" Allowed- 1.583" Unbalanced live loads have been MAX HORIZ. LL DEFL- 0.079" 8 24'- 8.4" considered for this design. MAX HORIZ. TL DEFL - 0.130" 8 24'- 8.4" Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h-24.3ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, 17-06-12 17-06-12 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), 4' 4' f load duration factor-1.6, 5-10-12 6-05-08 5-02-08 0-00-15 17-05-13 Truss designed for wind loads in the plane of the truss only. 12 IIM-4x4+ 12 12 M-5x6 '<17.007.00 Gable end truss on continuous bearing wall. 7.00 4 D M-1x3 or equal typical at stud bearing la. Refer to MiTek gable end detail for ihi complete specifications. M-9x6 3 :M-9x9 ie '44144111 .."M-4x9 M-5x6+(S) h M-3x6 1 2 o 11111 mt ; i\ � M-3x5 f n o M-5x6 �.,. o1 e^ 9 to __. . ._M-3x9+ o (S) I M-5x10 M-3x5 M-3x6+ 0 o ..3.50 3.50 12 12l �,\tp PROFk• i l 1 1 l 5-09 5-03-08 6-07-03 6-06-13 10-11 y y ��rj'� ‘..,,GINE-6-EFR /p 1 l l 1-00 9 5-09 5-03-08 29-01 y 1-00 89782PE <" 35-01-08 JOB NAME: POLYGON NW PLAN 7-A NH - Dl Scale: 0.1790 'IP" 4 WARNINGS: GBNENALNOTES, unlepdbemesnote: ,- ,/'QREGON�To'�..�,,.. I.Builder end erection contractor should be adhwd old Game Noes I.This dedgn a Mud only upon the parameters ebewe end a for en Individual +�fX Vq v ,\5 v Truss: D1 and Marengo berms and5rden anemrxe.. hiding component.Apgm.bBly or design pm.n,.ters and proper 7 ! i 2.as.mrwreuen web badrq mud be kidded Moo M ess a, barp.reeon orwnnenent a n»mpenebery dtM buildingdedgmr. A�� 11 tt 3.AddtlnM he ese,y 8,5.9,8 to Irmae d.bRty during oonaumbn 2.z etc o.aeamm•tlx top end bottom chords a be'enM'sad.t PA V L \ e m.,5apenublq or the erecter.Addekinat permanent b,5.9,8 of 2 ntin and M e.e.e.omit a h.e 5 urian bread I)TC,8Md 8x9 ol(B). ad'aw dxath'p mrch.•pywood Mx.m9gXrc).ndror my.rel(ec). DATE: 8/10/2015 it,.moral dnxMe a so reepom'Ilty el the Wetting deMgner. a 24 Impact bridging or'tarsi bracing required ween Moen•• SEQ.: K1345835 4.No Nod.9.044 be epç,4.d I.org.e.speswd 958.05,04 bn.dnqesd 4.9w.1.Mnofhos I.the responsibility ofthe respective eomxdor. Wieners ere competeend etmRmMould any beds greeertan 6.Deelcros mesIweseretobeusedIn0noosemdvemironmet,ondition'.ot use. EXPIRES: 12/31/2016 TRANS ID: LINK deow''adebeawPMdtoamaonwened• endgnsmuare for ry NIbowigetN 6,CompaT9iManocontrol over end eeeuonnor..wm'egbrthe e.Design .Blbe.dgM.l..pp.mrown.s8wnerw.dg•N August 10,2015 e'baben,hoeing.aldp'ned end 9xt.laeon of components. T.Design.•euron adequate ealmro b provided. e.Wsdedgn Is Whiled suq.dbnx*Mallon*set both by B.Metes shell beleaded on bene rams awns,and paced.o tM9 ceder TPINVECA In BOM,apes orwlddi wA be fumMxd won rowed. Ines e.mdde WAh OM ceder ens e.1319111 kwc t•etre el plate In Inches. MITek USA,Inc./CompuTru.Software 7.6.6(1L)-Z In.For bade condor*le design velum see EBR-1311,688.1898)ATek) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 35'- 1.5" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00 TC: 2x9 HOOF #1LBTR LOAD DURATION INCREASE - 1.15 1- 2-(-4268) 838 1- 8-(-669) 3798 8- 2-( -303) 2203 11- 6-(-251) 211 BC: 2x9 RODE 111LBTR SPACED 24.0" O.C. 8- 9=(-657)657) 3711 2- 9 (-2202) 480 WEBS: 2x4 ROOF STAND 2- 3=(-1985) 489 3- 4-(-1516) 448 9-10-(-234) 1697 9- 3-( -21) 320 LOADING 4- 5-(-1505) 452 10-11=(-216) 1597 3-10=( -671) 259 TC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6-(-2124) 509 11- 7=(-359) 1912 10- 4-( -275) 1096 BC LATERAL SUPPORT <= 12"OC. DON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=(-2348) 510 10- 5=1 -657) 256 TOTAL LOAD= •* For hate 42.0 PSF qer specs. - See approved plans5-11=( -51) 494 LL - 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORS BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 0'- 0.0" -215/ 1475V -232/ 232H 5.50" 2.36 KDDF ( 625) LIVE LOAD AT LOCATION(S) SPECIFIED BY.IBC 2012. 35'- 1.5" -215/ 1475V 0/ OH 5.50" 2.36 KDDF ( 625) THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. LOND. 2: D-...,mow.-.«..I_. ... -..Q.,..a_.., L:%_-.._.MIr.e1e.,.,Lig. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL - -0.206" 8 5'- 9.0" Allowed - 1.710" MAX TL CREEP DEFL - -0.412" B 5'- 9.0" Allowed= 2.281" MAX HORIZ. LL DEFL- 0.127" @ 34'- 8.0" MAX HORIZ. TL DEFL- 0.211" 8 39'- 8.0" Design conforms to main windforce-resisting system and components and cladding criteria. 17-06-12 17-06-12 Wind: 140 mph, h-24.3ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, f (All Height.), Enclosed, Cat.2, Exp.B, MWFRS(Dir), 5-10-12 5-05-04 6-02-12 5-08-06 5-08-06 6-01-15 4 12' 1' 1' T I Trussduration designedffor owind6loads 12 in the plane of the truss only. 7.00 M-4x6 Q 7.00 4.0" 4 .y"( \ M-5x6(S) M-5x6(5) 0.25" 0.25" 3 Y M-3x8 )00„M-1.5x3 e. M-3x8 .ems ,\, ,O B 0 M-5x8 o o 1.. 1111%* bib ". -.,I i 9 10 a 9 0 _M-6x6 0.25" M-3x4 M-3x5 •7 I 0 ..3.5E 3.50 . M-5x8(5) 12 12 J• 1 y y y y 5-09 y 5-03-08 y 6-06-04 8-07-0724-01 8-11-05 y �����NG srO 5-09 5-03-08 35-01-08 y 44 4t 8.782PE 9r JOB NAME : POLYGON NW PLAN 7-A NH - D2 / .� Scale: 0.1739 ,,---- --w Www: GENERAL NOTES, 54...otherwise noted: Truss: D2 1,ladd.rend eodlon contractor should b.Waded dal Gondol Note. 1.This adgn is based eNy upon lin p.rem.an.Mea and a for on Waldo.' -'�7' OREGON Ofti' .ted Naming.before consudlo,eamm.co.a bolding component.Appgcabgly.f design p.ran can and proper a Fadoampnealon web bodng mud b.Ndabd adore drown., ncorpenbn of component 18w re.pon.Mtp Vito bolding de.gn.r. Q 3.Additional temporary bracing a iters.daddy during anwwlon L D.dgn..eumee the top and bosom diode to b Morally booed d "1i5i '9RY A 5 ,_t(e, a the re.pecolbWy a/IM ender.Additional p.mnn.nt bracingd 7o.a.rddf00.0.nepedNdy odea brined throughout SW tenplh by ` DATE: 8/10/2015 Ise over..anode.terve continuous*Whin.wens baring mooted wha.shovm••w.l(ec). p^Ut Q.., raaponoenp of the bolding de.lpror. 3.2v'mind aldgM,p a tebN bracing mooted wins drown.. r''''''AUL L SEQ.: K1345836 4•wMnddouldbe urp.aa.nycomponentadlafter.lbracing and 4.knl.1.sonofbuss tethe neperMblllyoflMrupee..contractor. %denera are eompate and.1 no ane ebrM any loads greater than 6.D..gn amine.Indus de to be used h.non-corrosive.nvbonmerd, TRANS ID: LINK dWpnloads bapplied Ieany conpanerl and sr.for'aycomaan'ofuse. 6.CornpaTMM.mcontrol over Sad mumesmle.ponsibityfor the &wdgnawoe..nllb.dng.r.lwppeMdwwn.aldmerw.dpen EXPIRES: 12/31/2016 nagon,holding,dvoe gnt.nd nadebcomponents.n or components. 7. rob /� .I 6.TN.deSgnafuddled wbpaa9.'beams ntforth by T.P.te.Malbeee..donbothn.g.alMda.a. August 10,2015 &PaaseMlb located on bmha.ofWea.tea proal cotMk anter TPINVTCA in SCSI,copes of which will be furnished upon wood, line.cobrdde*Mobil canter Ina. MITek USA,Inc.A:rxnpuTrw SoBware 7.6.6(1LFE 5.Digits inchoate doe d pint.n breves. 10.For bade connector pals design value.we ESR-1311.ESR-10118(MUM) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 35'- 1.5" ICOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spaci,g. TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE - 1.15 Design conforms to main windforce-resisting BC: 2x4 KDDF #16BTR SPACED 24.0" O.C. system and components and cladding criteria. TC LATERAL SUPPORT <- 12"OC. UON. LOADING Wind: 190 mph, h-24.3ft, TCDL4.2,BCDL-6.0, ASCE 7-10, BC LATERAL SUPPORT < 12"OC. UON. LLI 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MFRS(Dir), DL ON BOTTOM CHORD- 10.0 PSF load duration fectox-1.6, Unbalanced live loads have been TOTAL LOAD- 42.0 PSF Trues designed for wind loads considered for this design. in the plane of the truss only. LL 25 PSF Ground Snow (Pg) Gable end truss on continuous bearing wall UO4. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 4-1x2 or equal typical at stud verticals. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. Refer to CompuTrus gable end detail for complete specifications. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 17-06-12 17-06-12 f T T 11-08-09 5-10-03 5-10-03 11-08-09 T T T 12 IIM-9x9 12 7.00 17' u WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SITS NEXT TO SCISSOR TYPE TRUSS(ES), //7- A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE GABLE TRUSS DUE TO THE LACK OF LATERAL BRACING M-3x5(S) %M-3x5(S) PROVIDED BY A RIGID CEILING AT THE HINGE CONNECTION POINT.THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY . 44 FOR THE DESIGN OF THE LATERAL BRACING TO THIS HINGE CONNECTION SATUATION.COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE PROPER LATERAL :RACING TO THE HINGE CONNECTION SITUATION. N 2a Lo O " m 4.O ,4. 1 6 I M-3x5(5) O o M-3x4 M-3x4 - S 17-06-12 PRQpps 17-06-12 .co INE•• ,,, - 49st- v 1-00 35-01-08 89782PE r` JOB NAME : POLYGON NW PLAN 7—A NH — D3 ' . --- , Scale: 0.2314 4111/ WAS: GENERAL NOTES, unless o;nrwlee noted: Cr f`� 1.Balder end erection araador Mould bs.almd old Gene'Nebo 1.This design le based only upon IM ponnutero earn end Is for en Indlvldtal /�' -A.OREGON '•.`�` Truss: D3 and WenMo Wore oenetrudbn commecoeo. bolding component.Applicability of d.agn per.nrebn and proper ._. 'V& [`A 2.2.4 compression rob brioche;moa ba Welled rhos down•. Marpemtlsn a component b me mecoabIty MIN Yoking adpnsr. -V ""q p\j' '♦♦S (,J 2.AAdl;ond temporary bracing to Inure NaNNly during conduction 2.Design•aurae the top end bottom chords le be Nerdy toned t 1 V by la IM nespmlWlty el the•rodx.Add;or.I pernurneet brachy or 7 ntin end a se OA nepsdMly plywood s bead(tC)onthroughout Moe length). 'r PA.U.L. ° continuous siaatldnp and a plywood aodnby(rc).ndler dryraA(BC). C�� DATE: 8/10/2015 ue evasl Mature la to re.peamlty dthe bolding designer. e.24 Impact badging or Yeah br.dng nqubsd den dorm•• SEQ.: K1345837 4.No load Mould beapplied bany°omwanlmelafter dbracing end ♦Installation*thin lathe reewasWltyofinenapsfescontractor. Integra are complete end at no tea daunt sny load•oder than 0.D.Wgn.nunes Mimes.n to be used Ina non.armda environment, design leads be applied b any compeanl and an ler"dry condition'of see. TRANS ID: LINK S.Design ""be. tdePpodedorm'"`"°rned0 0 EXPIRES: 12/31/2016 5.CdnpuTneIwo ness lol mer end names for ma my. rabrWldn.landing.shipment end lalala4an armaments. 7.Design ammo.dsgwe dnkag.to prowded. August 10,2015 e.ON denten le furnished soled t gra len/aeons sat forth by S.Plebs Vol be laded on both baa abuse,end Abad ac their anter TPkWTCA In SCSI.copies ofMich 05 be NrNdnd yon rectorial. hog abMa with Nee anterOats 0.Dips Indian:Nee of pleb In Inches. MITek USA,Inc../CompuTrus SsEWan 7.6.6(1L}E 10.For bolo connector plata design value m.ESR.1311,EnR.10ee(MITek) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 35'- 0,0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x9 KDDF B1&BTR LOAD DURATION INCREASE = 1.15 1- 2=(-2309) 503 1- e=1-348) 1971 2- 8=(-225) 205 BC: 204 KDDF P1OBTR SPACED 24.0" O.C. 2- 3=(-2088) 501 8- 9=(-216) 1658 8- 3=( -45) 460 WEBS: 2x4 KDDF STAND 3- 4=(-1496) 451 9-10=(-214) 1589 3- 9=(-640) 253 LOADING 4- 5=(-1495) 450 10- 7=(-359) 1902 9- 4=(-282) 1122 TC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSF 5- 6=(-2109) 505 9- 5=(-653) 255 BC LATERAL SUPPORT <= 12"OC. SON. DL ON BOTTOM CHORD= 10.0 PSF 6- 7=(-2336) 509 5-10=( -50) 483 •• For hanger specs. - See approved plana TOTAL LOAD = 42.0 PSF 10- 6=(-251) 211 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 FOR A 20 PSF LIMITED STORAGE 0'- 0.0" -216/ 1470V -231/ 231H 5.50" 2.35 KDDF ( 625) LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 35'- 0.0" -215/ 1470V 0/ OH 5.50" 2.35 KDDF ( 625) THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. koom 2. 0 "i h k P t tf 5 p f) u lif 4 ^ h,9. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/180 MAX LL DEFL = -0.098" 8 17'- 5.2" Allowed= 1.704" MAX TL CREEP DEFL = -0.199" 8 17'- 5.2" Allowed = 2.272" MAX HORIZ. LL DEFL= 0.045" 8 34'- 6.5" MAX HORSE. TL DEFL= 0.075" 8 34'- 6.5" Design conforms to main windforce-resisting system and components and cladding criteria. 17-05-04 17-06-12 Wind: 140 mph, h=24.3ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, 6-00-07 5-08-06 5-08-06 S-OB-06 5-08-06 6-01-15 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), f fload duration factor-1.6, '( '' Truss designed for wind loads 12 12 in the plane of the truss only. 7.00 M-4x6 Q 7.00 4.0" 4 4'-,(i\ M-5x6(. M-5x6(5) 0.25" 0.25" M-1.5x3 M-1.5x3 11/\\6 /411000, m o "7 o 1." e ono i 1 10 •7 0 o M-3x5 M-3x4 9 • 0.25" M-3x4 M-3x5 I M-5x8(S) y eo 8-10-11 y 8-06-09 l 8-06-09 l 9-00-03 1 g9pRoF 35-00 :9782PE 9r` JOB NAME : POLYGON NW PLAN 7-A NH - D4 ,,,, .,• Scale: 0.1922 . WARNINGS: GENERAL NOES, mien otherwise toted: �c 40 I.Builder end erection mtMdor Medd be■dvhed ort Gomel Noce 1.This dation Is Weed any upon the pe5mebn stow:end Is for on Individual , -74,OREGONei �_J.e.=. Truss: D4 end 96.eba.Wore construction commonest Wieling doth i(_ ng per=m.AppnsebMy of psn.pommeling of IM end proper Q 2 2N compression web b5dry mud be!MOW who=idiom 0. Incorporation a mmpop n is the 5epand.to be ht.Wpdrro.dd t /� .{ 3.Additional bmpa5ry Mooing to Ano.ot.bEty during construction 2.Design dames thetas■M bottom chords to Wordy Mond el R Y 1 IetM 5aponelbely et the ender.Additional permeant b5dng of T e.a end al 1G ova respectively union bead throughout their length M • � DATE: 8/10/2015 IW50.51 anoN..IIRe roaperemNty oft.Wilding edge. continuous Madtlng ate so*seed shed.. TC)eMler dywel(13C). �A UL A 24 Wpad bridging or 8,a m b5drro required when down•• SEQ.: K1345838 4.Nobed Mould W implied b any component until eller el bredng end 4.motehgon often=1.855epensibby of the 5spedbs wmrodor. Ndane l aro complete end at no time should any Made smoke ten K Dodge mums.boon aro to W used In■non-corm)0..nvbonmenl, TRANS ID: LINK deign bad.W■ppled to any component. end ere ror•dry*million.ofuseTra We no control over end name.no re.ponsbgty fern» a Design names nil Wring . d.1 hoopoe Mown.5Nm erw.dg.x 8.CompsEXPIRES: 12/31/2016 seem hbadon,hee4Ag",.Npment and ASbMtbn or oomponeya 7.Design assume.aaquete&Otago b provided. August 10t 2015 O.Thio ospn rCAIt furnished subplot o the Nnibhon sot forth by 8.Motes NW W bated on both leseeertwos,and Noted=their nmer TPNVrCA In SCSI,=pies of wNM aril be bmbhn upon=quest. Ins coincide with Mint serer Ana Wee USA,Ina./CgmpuTrua Software 7.6.6(1Lf E B.DOW Indicate doe of pleb In Inch... 10.For boob amender pleb adgn v.Nee sea ESR-1311,ESR4058 RATA) This design prepared from computer input by Pacific Lumber 6 Truss (DM) LUMBER 4PROIFICATIONS TRUSS SPAN 7'- 5.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00 TC: 2x4 ROOF #148TR LOAD DURATION INCREASE . 1.15 1-2-(-196) 62 1-4-(-100) 137 2-4-(-208) 161 BC: 2x4 KDDF #1613TR SPACED 24.0" O.C. 2-3-( -26) 12 4-5-( 0) 0 WEBS: 2x4 OF STAND; 2x4 ROOF STUD A LOADING LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF BEARING MAX VERT MAX HORS BRG REQUIRED BRG AREA TC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD - 10.0 POP LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) BC LATERAL SUPPORT <- 12"OC. UON. TOTAL LOAD - 42.0 PSF l'- 0.0" -42/ 353V -33/ 89H 5.50" 0.53 KDDF ( 625) 7'- 5.0" -40/ 270V 0/ OH 5.50" 0.43 KDDF ( 625) M-1.5x4 or equal at non-structural LL - 25 PSF Ground Snow (Pg) vertical members (non). I__.._ __,__ _�__.._d .__ __ ,_ ♦1 lift t 4 g. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL VERTICAL DEFLECTION LIMITS: LL-L/290, TL-L/100 Unbalanced live loads have been REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING MET. considered for this design. MAX LL DEFL - -0.015" 8 0'- 0.0" Allowed- 0.100" BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX TL CREEP DEFL - -0.009" 0 0'- 0.0" Allowed- 0.133" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. JT 1: Heel Co plate corner - 4.25" MAX LL DEFL- 0.023" 8 6'- 2.6" Allowed - 0.275" MAX TL CREEP DEFL - -0.044" 8 6'- 2.6" Allowed- 0.367" 6-03-04 1-01-12 MAX HORIZ. LL DEFL- -0.001" 8 7'- 2.2" f f 1' MAX HORIE. TL DEFL - 0.001" 8 7'- 2.2" 12 Design conforms to main windforce-resisting 4.50 CP.. system and components and cladding criteria. Windt 140 mph, h-20.6ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), 3 load duration factor-1.6, M-3x4 End vertical(s) are exposed to wind, Trues designed for wind load, in the plane of the trues only. r 0 0 I m 0,0,.11111111111111111111111 0 6�� 4 ��5 0I1 ii f M-3x8 M-3x8 M-3x5 y , y 6-03-04 1-01-12 y y y 1-00 6-05 y 7-05 4.,�Eb PR0p.. 't 8'782PE r' JOB NAME: POLYGON NW PLAN 7-A NH - E1 Scale: 0.5166 ,, -.0:7\z=%> i r-'-" WANNNO$: OENERAL8011$, udeeothevdenond: v OREGON ,z,',4' 1.Builder and melon weeder abdd be ebbed of al General Net. 1.7Me deign b Med only upon the ammeters Moon and Is for an ladbldud 17�i_ Ir. Truss: El and Wettings Metra oen.uaemn commences. bulling component.Apgloablly of design parameters and proper -1��/J� 'f(�� [}.` 2.2e4 compression web Meng neat M Welled Mere etawn., bmrpontbn of component le the mporwOAlry of the MMltlp designer. '"44/'� Vq f]3/ .1 (e,• 7.Addllleml enemy bracing b Insure Mebgh during construction 2.Design mums IM top.M bo8em dadaO MNbr.ly breedet y il.! .`-`V bY IIs nepanibelly al the erode.Addmnnel pemanenl bracing of s e.o.end et ire o.e.n.gdbply udee hoed(TC)a dl day limpet). /r /t'�+ • V mdnmm N..1Hng ouch a plywood N.etlggRC)aM'or dryw.WBC). P�'1.1J L.�� DATE: 8/10/2015 the overt Melee bee a.parat$ly of the building deeper. 3.li Impact bridging et lateral bracing requAed Men•MMM.. SEQ.: K1345839 4.Ne load shoed be spelled to any component until ser all Main and 4.hWal.Mn ofbue Is tho n.ponsibley of the nepenthe emndor. hdaan an complete and at re One Need any beds poste than 5.Deign eeumee buses era to M need la•noncenode environment. design bads be applied n any component. and an for My oondbb4"et use. TRANS ID: LINKa D.dgn..name.fubowing•t•lwpw'nNea.sMln^rw•eg•Ir EXPIRES: 12/3112018 e cors p Tn•Me a control owrend.aaume a rsmpoeb Ry area .teem. febrbatlon,hexing,shipment and btela8cn ofmmpeeda. 7.Design ammo.adequate*Maga Is provided. August 10,2015 e.This design le WNW Pdt)ed 15 the Rnbdse est beth by 8.Plates sial be bated an both fame of bum and placed a Ober ants TPNNFCA In SCSI,moles of Mob WI be bndehed Won request. O.Digit,beim'.Maof t ce In Inches. MRek USA Inc./CmnpuTN.Software 7.6.7(1L}E 10.For Melo mmador plate deign velum e.ESR•1311,E8R•I 568(WTsb) This design prepared from computer input by Pacific Lumber a Truss (DM) LUMBER SPECIFICATIONS TRUSS SPAN 7'- 5.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00 TC: 2x4 KDDF #14BTR LOAD DURATION INCREASE 1.15 1-2-(-196) 62 1-4-(-100) 137 2-9- 208) 161 BC: 2x4 KDDF 11140TR SPACED 29.0" O.C. 2-3-( -26) 12 9-5-( 0) 0 WEBS: 2x9 SF STAND; 2x4 KDDF STUD A LOADING LL( 25.0)051.) 7.0) ON TOP CHORD - 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA TC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD- 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZES IN. BC LATERAL SUPPORT <- 12"OC. UON. TOTAL LOAD - 42.0 PSF Q. (SPECIES) 1'- 0.0" -42/ 353V -33/ 89H 5.50" 0.53 KDDF ( 625) Unbalanced live loads have been 7'- 5.0" -90/ 270V 0/ OH 5.50" 0.43 KDDF ( 625) considered for this design. LL - 25 PSF Ground Snow (Pg) JT 1: Heel to plate corner - 4.25^ LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL �COND. 2: Oesien h k d t (-c - sr lift �4 i�rg, REQUIREMENTS OF IBC 2012 AND SRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL- -0.015" @ 0'- 0.0" Allowed - 0.100" BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX TL CREEP DEFL - -0.009" @ 0'- 0.0" Allowed- 0.133" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL - 0.023" @ 6'- 2.6" Allowed- 0.275" MAX TL CREEP DEFL - -0.044" @ 6'- 2.6" Allowed- 0.367" 6-03-04 1-01-12 MAX HORIE. LL DEFL- -0.001" Q 7'- 2.2" f f 12 MAX HORIZ. TL DEFL - 0.001" @ 7'- 2.2" 4.50 2 Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h-20.6ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, 3 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), M-3x9 load duration factor-1.6, End vertical(s) are exposed to wind, Truss designed for wind loads 0111in the plane of the truss only. IM 0 .. 0 1 M 0011101.111 Al I all1111111111111111111111 0 6►� -/ 4 .15 M-3x8 M-3x8 M-3x5 1 1 1 6-03-09 1-01-12 1 1 1 1-00 6-05 1 ) 7-05 .i. �N NFRdeb 4t89782PE 44, �r JOB NAME : POLYGON NW PLAN 7-A NH - E2 � Scale: 0.5166 _ WARWNOtt GENERAL NOTES, urdes othona..noted: 1% Truss' E2 I.Buldaraed•r.MenooranawsnolubeedobsdolMwmnlNae. 1.7hhdesign hMsdonly upenGepenmNn*own aedNbrmpdvidwl y OREGON 047 end Warnings before corvine:0m commeesa building oompoent AppaeebMly of design amatory ea proper t b4 smpnpbn web aiming mud Co hidalhd pun Moen w heorpenden r empomd h Me ro.porWbllry of the building desgmr. 3.Additional temporary b.MG to Insure stability during madman 2 Design spumes the tea end bosom chords to be tebnly bng.d al "51q q��,. r, 'Z Q�. s ore nlpeodbWy olm erode.AddblealpammdbnahO of 0,.o.and dl0o.c..0.6.wig unless braced lbsugMm mar Final by �_1 DATE: 8/10/2015 tM opnl structure lots.reppmbllly of the bolldna designee 'mdmuowan.Wor Moraee dnor.u6.d, r.0600 00 yad(BO). PA U� [l a 0.2a oleos bddping or Moral tensing roqulred where ellen 0. P {s SEQ.: K 13 4 5 8 4 0 4•No bed Mead les applied to any component until alta al bndrp and 4.Instigation o/buss le 8w responsibility o/me rapadNe contractor. %dears en complete end at no the should any beds grater len 6.Design nano.trues.Ire to be used Ina nonconelre.n*ument. TRANS ID: LINK design Ina M applied%uly component. rind enbr'try condition.'or um. 6.congol eM.e Mmol oneraedawn»senpomlMWy hxIM 4 Design assumes full aerial et al Wppea ream.BNm araeea.11 EXPIRES: 12/31/21/16 %brketbn,handling.shipmenta shipment eWalion of components "scary. 0.This design et aantera.ao .etbIM Wnmdemset forth by 7.Design ums*@actu.b drainage h provided. TPBWTEApBcel.cep%.of which ell be%mMdupon mead. O.jM�oincide with p �' eolaus.,ea plead so their amrt August 10,2015 Wee USA,Inc./CompuTrw Software7.6.7(1LfE Si.DION InAoab.he of plate h Inches. 10.For beat connector plate design alas p.056.1311,EBR4g00(Mask) This design prepared from computer input by Pacific Lumber c Truss (DM) TRUSS SPAN 4'- 6.8" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cg-1.00 LUMBER 4PECIFICATIONS 1-2-)-79) 23 1-4-(-68) 60 2-4(-142) 120 8 TC: 2x4 KDDF 1&BTR LOAD DUSAAIED I24R0"SE C 1.15 2-3.1-26) 12 4-5-) 0) 0 BC: 2z4 KDDF 1gBTR SPACED 24.0" O.C. WEBS: 2x4 DF STAND; LOADING 2n4 KDDF STAND A BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF LOCATIONS REACTIONS REACTIONSHORZSIZE RE UI. (SPECIES)BRG TC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSF BC LATERAL SUPPORT <- 12"OC. UON. TOTAL LOAD - 42.0 PSF 1'- 0.0" -28/ 233V -18/ 480 5.50" 0.35 KDDF ( 625) 4'- 6.8" -24/ 150V 0/ OH 5.50" 0.24 KDDF ( 625) Unbalanced live loads have been LL- 25 PSF Ground Snow (Pg) considered for this design. (:OND. 7: Dm,4...:.-ft..LL.._.._ d- . • 1.( em s ` r'Lig. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 JT 1: Heel Co plate corner - 4.25" REQUIREM6NT5 OF IEC 2012 AND IRC 2012 NOT BEING MET. MAX IL DEFL - -0.005" 8 0'- L0.0"/24 Allowed- 0.100" BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX TL CREEP DEFL - -0.003" 8 0'- 0.0" Allowed - 0.133" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL - 0.010" 8 3'- 4.4" Allowed - 0.132" MAX TL CREEP DEFL - -0.014" 8 3'- 4.4" Allowed- 0.176" 3-05 1-01-12 MAX HORIE. TL DEFL - -0.000" 8 4'- 4.0" 12 Design conforms to main windforce-resisting system and components and cladding criteria. 4.50 D Wind: 140 mph, h-20ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor-1.6, End vertical(.) are exposed to wind, Truss designed for wind loads in the plane of the truss only. 3 -V M-1.5x3 I W 0 0 0 I N 1 „dell NI _,5 -. M-3x8 M-3x8 M-3x4 y 1 1 3-05 1-01-12 l l l 1-00 3-06-12 1 ,P 9-06-12 ii\VQ PROF,., �GINEF49 icy .. . . ct- 89782PE ,- JOB NAME : POLYGON NW PLAN 7-A NH - E3 Scale: 0.5632 1` 7.-------'''>.--,---" ------' _ r WARNINGS: GENERAL NOTES, unless otherwise noted, �OREGON '�4) 1.8u/ar end erection mamas Medd be eavbed of el General Nobe 1.TheM.G. ebuildin4r e team Applicability opon 8,er aerometers rshoed anew orran vaeI .(f 47/ j�� Truss: E 3 end vamep.Mae domination ammo^"es mwrpere8on of component b me nwnnelbllry of 0e balding arguer. • 4 R Y �' 2 244 companion wee baring mud be Walled*fere Moan.. 2 Design manes the top and bottom chords b be Merely breed al ,,� 3.Addend temporary bread la Mug debility during aMruWon T oda end M 10 0..respectlesly.Nees based tivaphout their length by n eat rewendbay o/1a endo.Addlbnetpemenent brewed of anima ehea0ep ares es plywood Meethkp(TC)end/ar drywal(BC). 4- I° �. ``` DATE: 8/10/2015 the.veal Mixture is the nepenablty aims bvldna adpmr. B.2t loped bddpnG or Abnl bracing required ware.hewn•• - SEQ.: K1345841 4.Nola.dWould beapplied N any component until after elbroths;end 4.mat.1.bondime.bthe aopandblltyofthe awed*.contactor. Wieners an complete and at re tea should my bad.greater then 6.Dedgn mamas hoe...em 1a be reed h a an aana l.e environment, and are for"dry oondRan"of w. TRANS ID: LINK design loads Mapple bmycomponent. K Design WORM.full b..dngM.lsupports Mown.Shen erswig.if EXPIRES. 1 /3112016 6.CampuTne hes a central anr.ral assumes a re•penam6lY for a EXPIRES; Head6th.Manna,shipment end Mbl.uenetcomponents. 7.Design assumes Mamma dreMg.laprodded. August 10,2015 K This e.pnNfurnished mb(cbthe bdl.nomsat forth by &Mates boter h fame awes,anal placed.atheAaar 7WWCAh SCSI,apes owlaahwaMNmMea wad reqs wMad O.DWa indicate.he of phis N inches. M)Tek USA,Inc./CcmpuTna&SBware 7.6.7(1L}E 10.Far Mats annedar plate design aslae me EBR-1311.E8R-1g66 Web) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0" {COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacihg. TC: 2x4 KDDF #16BTR LOAD DURATION INCREASE a 1.15 DesignBC: 2x4 KDDF #16BTR SPACED 24.0" O.C. system conforms to main andwcladding eale ting system and components cladding criteria. TC LATERAL SUPPORT <- 12"OC. UON. LOADING BC LATERAL SUPPORT <s 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD w 32.0 PSF Wind: 140 mph, hts).4En TCDL=4.2,BC DL=6.0, ASCE 7-10, DL ON BOTTOM CHORD 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.0, MFRS(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. Gable end truss on continuous bearing wall UOq. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 4-102 or equal typical at stud verticals. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. Refer to CompuTrue gable end detail for complete specifications. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 11-00 11-00 1 q T 12 )IM-4x9 12 7.00 v 3 Q 7.00 2 inO v 0 1 L#411 i i,i i,.,,,,,,,,,uuiii.�.��2vaP2����000�2.�,n�2�»»��m��r»�w»rmmmiiizriii��i inmiiorrrri O 0 t t M-3x5(S) o M-3x9 M-3x9 1 1 1 L 10-00 12-00 ._ •VD PR°fes ,L 10000 zz-ooI:��GINE�R /p 89782PE 1- JOB NAME : POLYGON NW PLAN 7—A NH — Fl > Scale: 0.3307 r ,y AWN WARNINGS: GENERAL NOTES, alas otherwise noted: �/ p 40 Truss: F l I.Builder end erection contactor should be nddwd old General Notes 1.TN.design I booed only upon the parameter*drown and h for en MMdua1 174,QIILGaN and Wa nige afore oonNudmn common... bolding oomponem.Applicability of design parameters and proper 2� q`. 2,2x4 oompreeebn web tensing mud be IMIa1Nd when drown., Incorpon6on or component la the'essentially of to building&donor. .11• C/(A h A V i. A Additional temporary tx,cMg to Mon*bay donne coMrwan 2 Dap and ID 1M top and bottom chola to a Primly bawd at T Ori 1 fJV.• h the nnpoodbllly of the erector.Additional permanent bracing of 7 o.a and sl 1G o.a nash..pet senora bawd throughout endl and length by /� DATE: 8/10/2015 tawaelWucturel,men.ponolltyoflabidd de comMuow.MawngwMa,plywood,heethnng(TC)mac,drywol(BO). !'AUL P� ^7 Magner. 8.2a Impact bridging or Moral bradng nqulnd when Macaw•• SEQ.: K1345842 4.Noload*odd aapplied to any compon edlalteralbodngend 4.bdtele&n or auom..retn.ue.db a ne.oncsdcontractor. N ere compo*all et M tetra%Muhl ay ludo grata man 6.Design acumen bunun m o a used In a non-convolve ambomwm, TRANS ID: LINK &eynInds aimplied mammmoon . endaraterdrywndmon-ofuse. 6.CompuTroaeMcontroleverandaeeumeenorowans**ormr O.Dad .arm.,nAa.nnaot./.appan.drown.Sam arw.dg.lf EXPIRES: 12/31/2016 mamm Varia e. dapnliMniM•WagedGbmelinea nsyNnmonhby 6.PHteoonames drlbeowbdonamsts hwadams,andpl,wdutakwna August 10,2015 TPWVTCA In 13C81,copied Midi all be Nadia upon ragwd. Inn coincide with)*int antral nus 9.DION Indicate are MRek USA,InaJCompuTrue Software 7.6.6(1L)-E 10.For aw doo nactor MteoMeaa pine design values we ESR-1711,ESR-19811(Mak) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00 TC: 2x4 KDDF $16BTR LOAD DURATION INCREASE- 1.15 1- 2-( 0) 57 2- 8-(-181) 1109 3- 8-(-299) 232 BC: 2x4 RODE $16BTR SPACED 24.0" O.C. 2- 3-(-1360) 305 8- 9-) -88) 718 8- 4-(-126) 521 WEBSt 2x4 ROOF STAND 3- 4-)-1195) 337 9- 6-(-207) 1085 4- 9-)-126) 521 LOADING 4- 5-(-1195) 337 9- 5-(-299) 232 TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)1DL( 7.0) ON TOP CHORD- 32.0 PSF 5- 6-(-1360) 305 BC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD- 10.0 PSF 6- 7-( 0) 57 TOTAL LOAD - 42.0 PSF OVERHANGS: 12.0" 12.0" 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 FOR A 20 PSF LIMITED STORAGE 0'- 0.0" -159/ 1038V -153/ 153H 5.50" 1.66 KDDF ( 625) LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 22'- 0.0" -159/ 1038V 0/ OH 5.50" 1.66 KDDF ( 625) THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. !COND. 2: M,..%.......,..., .) t._....a•_..:1_ 1:=-...1 ....- ...:,1 g. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL - -0.002" @ -1,- 0.0" Allowed- 0.100" MAX TL CREEP DEFL - -0.003" 0 -1'- 0.0" Allowed - 0.133" MAX LL DEFL- -0.035" 0 14'- 6.1" Allowed - 1.054" MAX TL CREEP DEFL - -0.071" 0 14'- 6.1" Allowed - 1.406" MAX LL DEFL - -0.002" 0 23'- 0.0" Allowed- 0.100" MAX TL CREEP DEFL - -0.003" 8 23'- 0.0" Allowed- 0.133" MAX HORIZ. LL DEFL- 0.016" 0 21'- 6.5" 11-00 11-00 MAX HORIZ. TL DEFL - 0.026" 0 21'- 6.5" 5-08-13 5-03-03 5-03-03 5-08-13 f Design conforms to main windforce-resisting f 1 f 1 f system and components and cladding criteria. 12 12 Wind: 140 mph, h-22.4ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, M-9x6 ..S17.00 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), 7.00load duration factor-1.6, 4.0" Truss designed for wind loads 4 ,(-.,( in the plane of the truss only. 7U n M-1.5x340( M-1.5x3 3 \ / o L.-, O I ... ® .2 O 0 8 9 o M-3x4 M-3x4 M-3x5(S) M-3x9 M-3x4 0 ) l ) l 7-05-14 7-00-05 7-05-19 1 10-00 y 12-00 y 15' PR Ore y y y `� �CN�`tNEFR �© 1-00 22-00 1-00 kt ale (t. z 9782PE r' JOB NAME : POLYGON NW PLAN 7-A NH - F2 Scale: 0.2557 � -------4, _r 1.8, s: o.NeR design h cadsup oneness.nota: �9� GO 1.Buda.r.MwectbnwntnderdbrldM.ddwtlatalbnerdNebo 1.7shd.Np,tents.donly upenlMgnmNenahownaMhfor anMlWtlwl ���///���"'SSS Truss: F2 udw.mrga Won eenmwlkn.smm.noa building component.Applicability of design p.nm.ters and proper /�� 2 Tad c mpreeolo�web lofting must be Installed whom dawn•. Inarpeneon el component h the nsponsbBW et the budding designer., •'q' �A p 4 `1-� 3.reddens temporary bracing b Nen da03y during colrucllen 2 T oto.swum..m.top and bottom chords h M Ideally bound at r7. 1 ��j le Me reopensblq et the.rester.Addition.]permanent bracing el Tcoosantat7eo.e.napedNey untswbread(76)abnr dyteir$b. DATE: 8/10/2015 thaa..nalWooten Isthe reopeelBtyOlga.bmdingdeegner. A maroon Impact bridging hm.�brplywood n5reed Moen••"'"eQ'• 'A.U6.-- �� ♦.No had dxatltl be applhd torw any comport kindelnr.l bradng and 4.Nsidallon of hum tithe n.peno bBty of thera .pecth.contractor. SEQ.: K1345643 h.nn.narammqm.ndalnotNn.]wdd.nybodegraa.rm.n A wAgra...um..mm..mhbeurdNanomcolra.]v.ermom»nt, and Cr. design bad.be smiled to any oomperbnt For'thy condition"of MC ID: LINK 5.CompaTn•h.enoconeWawranda..unwsnorespern@Bytordw a Design..�m..6.b..,NN5M.dappals.nem.BMmerw.dg.@ EXPIRES: 12/31/2016 neaewry, hbrte.]bn,handling,ddpned and Imbibition of component.. 7.Design minim.d.w to dnbage a provided. August 10r 2015 8.7hh d.dgn hbn.Wn.d aubled t to Imitations eel forth by A Motes anal M located on both lama of Mom and placed w thea anter IPI"MCAN BC81,apin olehhh aS be Mntdbd upon mound. 9.Ines DgM Nddb with dlooto alae told odor f alb or In... MIT&USA,Inc./CompuTru.Software 7.6,6(1L}E 10.For Maio connector plate design yobbo w.E8R-1811,ESR-1955(MITdO This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS 22-00-00 GIRDER SUPPORTING 35-01-08 IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00 TC: 2x4 KDDF #14BTR LOAD DURATION INCREASE- 1.15 (Non-Rep) 1- 2-(-12708) 2820 1- B-(-2334) 10626 B- 2-1 -536) 2549 11- 6-(-1920) 470 BC: 2x6 ROOF SS 2- 3-(-10490) 2372 8- 9-(-2318) 10550 2- 9-(-1920) 970 6-12-( -536) 2544 WEBS: 2x4 ROOF STAND; LOADING 3- 4-1 -8090) 1872 9-10-(-1904) 8850 9- 3-) -776) 3504 2x4 OF STAND A; LL - 25 PSF Ground Snow (Pg) 4- 5-( -8090) 1872 10-11-(-1904) 8850 3-10-(-3170) 760 2x6 ROOF #2 B TC UNIF LL( 50.0)+DL( 14.0)- 64.0 PLF CO- 0.0" TO 22'- 0.0" V 5- 6-(-10990) 2372 11-12-(-2318) 10550 10- 4-(-1814) 7896 BC UNIF LL( 414.1)+DL( 301.6)- 715.6 PLF 0'- 0.0" TO 22'- 0.0" V 6- 7-(-12708) 2820 12- 7-(-2334) 10626 10- 5-(-3170) 760 TC LATERAL SUPPORT <- 12"OC. UON. 5-11-) -776) 3504 BC LATERAL SUPPORT <- 12"OC. UON. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ter" ( 2 C complete trusses required. REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING MET. BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA Join together 2 ply with 3"x.131 DIA GUN LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP 0'- 0.0" -1908/ 8576V -139/ 139H 5.50" 13.72 KDDF ( 625) nails staggered at: AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 22'- 0.0" .-1908/,8576V ,0/- OH 5.50" 13.72 KDDF ( 625) 9" oc in 1 row(s) throughout 2x4 top chords, 7" oc in 2 row(s) throughout 2x6 bottom chords, 9" oc in 1 row(s) throughout 2x4 webs, g• 9" oc in 2 row(s) throughout 2x6 webs. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL - -0.144" 8 14'- 6.8" Allowed - 1.054" MAX TL CREEP DEFL --0.291" 8 14'- 6.8" Allowed- 1.406" MAX HORIZ. LL DEFL - 0.048" 0 21'- 6.5" MAX HORIZ. TL DEFL- 0.081" 6 21'- 6.5" 11-00 11-00 Design conforms to main windforce-resisting system and components and cladding criteria. 9-03-12 3-05 3-03-04 3-03-09 3-05 9-03-12 Wind: 140 mph, h-22.4ft, TCDL-9.2,BCDL-6.0, ASCE 7-10, f ' '1 1 f 1' .f (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), 12 12 load duration factor-1.6, IIM-6X6 Truss designed for wind loads 7.00 Q 7.00 in the plane of the truss only. 6.0" 4 4.77y M-3x6 M-3x6 lirai e. M-3x6 2 111-3x6 M-6x10 M-6x10 to ��a r. cora I:� nn :�� to of o ►d . 11Y a ��'��o.z �� a• II12 �� 1 o 1--" B 9 10 11 12 ---7 0 o M-6x8 -6x8 M-3x8 o =M-8x8(S) l 9-02 j 3-03-09 y 3-06-12 y 3-06-12 y 3-03-09 y 9-02 y ii\ D PROFFs y 22-00 y �(1 ,�NGINE�rR `%O (t' 89782PE -. JOB NAME: POLYGON NW PLAN 7-A NH - F3 of�_,. jy� Scale: 0.2911 WARNWGI: GENERAL NOTES, odea slhervda noted: t5 O Truss: F3 1.Bidder and aNdbn anfedor siwutd be advised ofd Gomel Roe. 1.TNsdasignle based only upon the parameters swan end le for an individual may, '� ILJFlEc)`/N �� • and Wombge before mnawllon commences, budding component Applicability of design penmeten and proper :(�a ///♦� n�<,,(Z' 2. 2 2r4 comment=web bndng mus be Installed when sown.. Inmrporatton of component is the rapondbl y of the building designer. .ay�. � ` V 3.Additional temporary bracing to raw.W68gy during construction 2.D.sign mums.the top end bottom dome to be htenly broad at .77 '1 �! ',J Is th.roepamlNBy of the ender.Additional p.mwnem bracing o/ 7 o.o.end s 10 o.a nap.c4vely udsn braced throughout their length by /`f- DATE: 8/10/2015 the wand Wwtme hthenepond108 of the building dakn.r. comMuowsiweththr MoreIbplywooduired sham s.ndnrd yeaA(8C), p/) t �` O.2almpd bridging s he renorel dbotyng otthew p.o8owo+. �'1 L SEQ.: X1345844 4.Robed enersa.aa.applied at no amponentuntyaMrNendrh then 4.DeIallellon Igne.um.I iron m Inmanare used In•no the pativ.amviron fasteners an complete mdsnetime should only b.M gnssr5.Design a..um..lmamm�Muadln.mmrowrroWexnbomnnl, TRANS ID: LINK deign leen bis.ppg.d to.ny component. and.nhr'drycondition"of on 5.Convent hes nomroolaerend.aumesmnspowh88yfor tln a D.sign..am..6alb..m,g.t.dappwrha�wwn.emmwrw.dgeB EXPIRES: 12/31/2016 neasary. htehemn,handlingl Bode,sdpmem end Weiland,of components. 7.Design.sono.oet.d s animate drainage la padded August 10,2015 B.Thee design te aansnd.bled n In Imitations at forth by 8.Plata and b.bo.ted on both faces of Sun and placed a thele ams TPVWTCA In BOB;.coins of wino rhea hml.hed upon nquss. Ines coincide with Ion anter linea. 9.MITek USA,InajCompuTrue Software 7.6.6(1L}E 10.For bast mits nnsaa dd.Mehra W sign else we ESR•1011.Emma gdlroq This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0" IBC 2012 MAX MEMBER FORCES 4NR/DDF/Cq-1.00 TC: 2x4 KDDF #1GBTR LOAD DURATION INCREASE- 1.15 1- 2-( 0) 50 2- 8-(-224) 1261 3- 8-(-311) 220 BC: 2x4 KDDF #16BTR SPACED 24.0" O.C. 2- 3-(-1504) 335 8- 9-(-103) 834 8- 4-(-111) 492 WEBS: 2x4 KDDF STAND 3- 4-(-1318) 338 9- 6-(-253) 1261 4- 9-(-111) 492 LOADING 4- 5-(-1318) 338 9- 5w(-311) 220 TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF 5- 6-(-1504) 335 BC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD- 10.0 PSF 6- 7-( 0) 50 TOTAL LOAD- 42.0 PSF OVERHANGS: 12.0" 12.0" LL - 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -119/ 1038V -109/ 109H 5.50" 1.66 KDDF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 22'- 0.0" -119/ 1038V 0/ OH 5.50" 1.66 KDDF ( 625) BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL - 0.002" @ -1'- 0.0" Allowed - 0.100" MAX TL CREEP DEFL - -0.003" @ -1'- 0.0" Allowed - 0.133" MAX LL DEFL - -0.043" @ 14'- 5.8" Allowed - 1.054" MAX TL CREEP DEFL- -0.088" @ 14'- 5.8" Allowed- 1.406" MAX LL DEFL - 0.002" @ 23'- 0.0" Allowed- 0.100" MAX TL CREEP DEFL- -0.003" 8 23'- 0.0" Allowed- 0.133" MAX HORIZ. LL DEFL - 0.018" 8 21'- 6.5" MAX HORIZ. TL DEFL - 0.030" @ 21'- 6.5" Design conforms to main windforce-resisting 11-00 11-00 system and components and cladding criteria. f 1' Sr 5-09-04 5-02-12 5-02-12 5-09-04 Wind: 140 mph, h-15ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, f 1 1 f ,r (All Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dir), load duration factor-1.6, 12 12 End vertical(s) are exposed to wind, 6.00 M-4x6 "'6.00 Truss designed for wind loads 4.0" in the plane of the truss only. 4 A-,( 11 M-1.5x3 M-1.5x3 3 5 i.,', res M oo .1.01I.1.01I MM .. a, 11111111111111111.. p 1 g g` I o o M-3x4 M-3x4 M-3x5(S) M-3x4 M-3x4 o y Si, Si, y 7-06-03 6-11-11 7-06-03 1 10-00 Si, 12-00 1 � 0 PROFe .. GINE • 1-00 22-00 I 444 egN �'Q �9 c' :9782PE r. JOB NAME : POLYGON NW PLAN 7-A NH - G1 Scale: 0.2557l/y _if - WARNINGS: GENERAL NOTES, unless otherwise noted: V p(((��/ /�{/� 40 1.Bulkier and erection codtedor.heuld heedvlyd ofd Gonad Nob. 1.Thla design I hard only upon are peremetere does and N for en hdlehal ,rP '�yi_OREGON ,z:-.. �y,,: Truss: G1 end W.mkO*before construction aommencee. buadngemnperd.Applicability dd.dgn parameters end proper �ryP -(r/ l 2.D,4aomprerlr web bracing mud be retailed MRr..hovel.. haryontlondcompomdrotlre ndperMN8ty ads building designer. .'s V& (1,`.: (,� 3.Additionlrompe,.ry bracing to We deMWy dieing construction 2.Dollen ammo the top ale bosom drerd.roM Mihaly herd et I�' '1 Y �, roth.redpwMbgry elle erector.AedaonN gormand bracing of 2'a.o.and et l7e.e.respecevel ansa Mord throughout Meir length by FT 'V DATE: 8/10/2015 the onreadnrdue N the reyerWb6Iy of the bullring d..lprec a 2n Muowdw. orldehe.pdwoodeMemhp(re Mow,•dryvwl(BCI. Impact bridgingethhdaM.I awing required where dwwrr.. PA.UL. SEQ.: K1345845 4.No lead dwdd be applied In erg component until.iter a8 bracing and 4.IndsNOon dtrues l are rnependbgty ofthe resp.dae oodredar. lades.re a.complete end el no One Mould any load.greeter than 8.Design eewmes busses.r.to B.toed In e non-corrosive environment. and ereTRANS ID: LINK esrgn loads be spelled to wry component. I.Design for"dry BA bearing el all maroons Wm.Shan or wedge 11 a.CenpuTne h.o no control over end mann no re.ponglBy for the rr.rry. EXPIRES: 12/31/2016 Ibrkeaen,h.ndaq,sidpmed end hdaSeaon dampar,nW 7.Design e..ume..d.gwt.drelrgo a provided. August 1 0,201 5 a.TNs design NWNW hiedb he'maidens rid forth by 8.pates dull bebrted on both laces of truss,and plead r their center 'MAMA MOA h BIN,copies detach 0,1 be furnished upon request. Ines coladas with Mint center lima O.FIndents em of pate In holm. i MITeUS,Inc/CompuTrus Software 7.6.7 1L)£ 1 F.beide connector plate design velum re E8R-1311,EWA gae(MUM This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0" (COND. 2: Design checked for net(-5 pef) uplift at 24 "oc °cacag. TC: 2x9 KDDF 9I&BTR LOAD DURATION INCREASE. 1.15 Design conforms to main windforce-zea is ti rtg BC: 2x4 EDDF 91aBTR SPACED 24.0" O.C. system and components and cladding criteria. TC LATERAL SUPPORT <- 12^OC. UON. LOADING Wind: 140 mph, h-lift, TCDL-4.2,BCDL.6.0, ASCE 7-10, BC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, t4WFRS(Dir), DL 014 BOTTOM CHORD - 10.0 PSF TOTAL LOAD 92.0 PBF load duration factor-1.6, End vertical(s) are exposed to wind, 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 3able end truss on continuous bearing wall UO4. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 9-1x2 or equal typical at stud verticals. Refer to CompuTrua gable end detail for BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP complete specifications. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 11-00 11-00 f f f 12 12 6.00 v IIM-9x9 46.00 3 ill m2 4 m 0 1 o e 1 o M-3x5(S) o M-3x9 M-3x9 1 1 1 10-00 12-00 L 1-00 '� 22-00 \5' �‘..„‘GINe � ��cS'jO `�' 89782 PE c' JOB NAME : POLYGON NW PLAN 7—A NH — GGEG% Scale: 0.3682 r WARNINGS: GENERAL NOTES, unless otmtwb.noted: (/ y 1.Bbrand ererdbm nntnda emddheadebGoma) 1.This design bbawd enyshovel upontheparametersNaandbforenlndeduel Truss: GGE OREGON '• and Warnings before aanebuatlon commence. bolding nmponeM.Appinb400 of design pannabn end proper // 2p Z memos �" nk 2 244 compression nab bracing mud b.Intoned elven shown•. Incorponlbn el component le the n.ponebEy of the beetling designer. V V 3.M erel temporary boob,to Insure stability during mnendlon Design umea nH tap and bottom be " bnaetl at 4 q RY 15 btla n.porMblly etIM ends'.Mdlbnd penn.nent hraab,of 7ma end d10eco.east,.ray union broad throughout mete length by di DATE: 8/10/2015 ua owed sinnrdnrn Is the n amtlnuen sheathing such n plywood she.thb,(TC)anaor drywel(Bc). • U L �` epom.n,p of binding designer. 3.24 hoped badging or labral lending required whom etown to PA SEQ.: K1345846 4.No bad should b•wiled to any component until otter al bracing end 4.Nolan of Inns lethe n.pon.blly of the rsepedse contractor. fulmar.are complete end st m lbw should any beds greater than 5.DNolan Nome.Innes sire b les wed In a mn<ortoWe emMon ont deep,bode b applied to amparwnt .red are bray condition'of me. TRANS ID: LINK a sown.he boning.:el suppoMenwn.Design 5hbner wedge If 6.CompuTnn Mem control over end memos m nspombEy for Dm an,ry. EXPIRES: 12/31/2016 1 Wanton.handling,shipment and Wma MANn of mpenenle. 7.Deege essumee.Mqu.te drainage b provided. August 10,2015 O.Tide design b bmdshd subdct to the Iml.dene ret bah by &Motes shell be bald on both bas of Ouee,and plead n 0,ab rimer TPIN ICA In BCSI,melee of Mich M1 be furnished upon rowed. Ines ab side web)obi anter Imo MITek USA,Inc.ICom Tune RoOmere 7.6.71L Eto.Dgbbdbab.deo1plaghNwMa W ( .For 060e b at..0.pleb Mega..rale.two E5R471/,ESR•tlee(MTek) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 2'- 11.0" ICOND. 2: Design checked for net(-5 pef) uplift at 24 "oc spacing. TC: 2x4 KDDF $1&BTR LOAD DURATION INCREASE - 1.15 BC: 2x4 KDDF N14BTR SPACED 24.0" O.C. Design cndfcoms to main dicladdingrcriterig system and components end cladding criteria. WEBS: 2x4 KDDF STAND LOADING Wind: 110 mph, h-l5ft, TCDL-4.2,BCDL-6.0, ASCE 7-05, TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF Enclosed, Cat.2, Exp.B, ?MFRS, BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD= 10.0 PSF interior zone, load duration factor-1.6 TOTAL LOAD- 42.0 PSF Note:Truss design requires continuous LL - 25 PSF Ground Snow (Pg) bearing wall for entire span UON. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 2-09-04 0-01-12 ' T T 12 4.00 M-1.5x3 3 —, O 1 rel 2 O N t riiiiallMIIIIbl rn ii5oF Amor Amor AlO M-2.5x4 M-145x3 l l ) 1-00 2-11 47 89782PE C' JOB NAME : POLYGON NW PLAN 7—A NH — H1 Scale: 0.7180 p,• , 1.. WARNINGS: GENERAL NOTES, union otherwise not.d: Car.' p _J 1.Bulderendoredeun*manger Mould be advised of.1 General Notes 1.Thb..pn Is booed ony upon the promoters Naw.end b for m individual ,Fol�1 i QO� 3:(e.„. w•.,,, Truss: H1 aryl bawling*before combustion comma.. building compmm.Applicability of dreg"pnm.hn end proper -K//��� r� `( 2.2e4danpesebn web Magna mal be Walled whore Mos.4. Incorporation of component Ie tho mpenolbllry of the building designer. 4:57;47.. a� C�!.04 C. 3.Addled bmpnny bnoNG to bon Malay during construction 2 Design mamma the,n.and bottom dans h be Mindy head.l 7 '7 J _ .IM neperdblAy ofIM mdm.Addwmlparmeneal bracing of 70..end M70e..nepedMly unlam boded throughout Moir Math by V DATE: 8/10/2015 it,.evanl.br.e..b en respendilnyoft*bowing designs, s,aeenmtseseelmathmr Wtnpdw.eduiredMtte Mown dryvml(BC). A L. � Impost bridging Sbq erranibowingnq of the when k.00 SEQ.: K1345847 4.Nobed Mbe.w,pbl..dtoanyesnp.nunyb.d.gbacingond 4.bwlewnofSum bmeneponelbs.dH.noyodla.conndor. hale.n.re dempbh end al no tine should any load.greater than &Design moumn hams me to be semi H e nanmsnoalw.nvbeaont, TRANS ID: LINK design amyl.b.'pPlbmemcomponent. O.D sind gn.unln.rdrycondition' full b.bgtl i supports shoom Salm or wedge S.CompuTMM.mcapoiwerondmum.e.npon.OlEyforthe mammy. EXPIRES:.I12/31/2016. fabrication.bonding.shipment and bMWtlon of companah. 7.Design aeonss adequate drainage a provided. AU9uSt 10,20 15 5.The doge le Mnpod subbed b the Bnllallem.al forth by a Plates Mel.le.tod on both h.s of asem and pined n their ante, TPNMCA In BUN..pes of Midi M be hndlMd upon reamed. Ines coincide with Mira cantor Rom B.Dail Indlealo elm elate In balm. Mfiek USA.InaJContpuTrus Software 7.6.4(10-E 10.Fo,bale ammeter.ter plate deign velum see ESR-1311.ESR-10l8(SATs) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 4'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00 TC: 2x4 KDDF#14BTR LOAD DURATION INCREASE- 1.15 1-2-(-29) 19 1-3-(0) 0 BC: 2x4 KDDF#16BTR SPACED 24.0" O.C. WEBS: 2x4 DF STAND LOADING BEARING MAX VERT MAX BORE BRG REQUIRED BRG AREA TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) BC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSF 1'- 0.0" -27/ 21511 0/ 2713 5.50" 0.32 KDDF ( 625) TOTAL LOAD - 42.0 PSF 3'- 9.2" 0/ 38V 0/ OH 5.50" 0.06 KDDF ( 625) JT 1: Heel to plate corner - 5.25" 12 4'- 0.0" -36/ 84V 0/ OH 1.50" 0.13 KDDF ( 625) 4.00 ' LL- 25 PSF Ground Snow (Pg) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 'COND. 2: D-..�...w....aaL&._., cr. .l,] -.1.."-"_••=&. ...i�q. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL - -0.004" @ 0'- 0.0" Allowed - 0.100" BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX TL CREEP DEFL- -0.003" 8 0'- 0.0" Allowed- 0.133" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TC PANEL LL DEFL- 0.008" @ 2'- 5.6" Allowed - 0.183" MAX TC PANEL TL DEFL - -0.010" @ 2'- 7.0" Allowed- 0.274" MAX HORIZ. LL DEFL - -0.003" @ 3'- 11.2" MAX HORIE. TL DEFL - 0.003" 8 3'- 11.2" Design conforms to main windforce-resisting system and components and cladding criteria. 2 Wind: 140 mph, h-19.8ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dir), load duration factor 1.6, ir Truss designed for wind loads in the plane of the truss only. N v) rn 0 0 4 3 / M-3x8 M-3x6 l y 3-00 ce4` OPROFs 4-00 '� \AGIN cR LS/O (PROVIDE FULL BEARING;Jts:4,3,2 I i 1j9 :9782PE l JOB NAME : POLYGON NW PLAN 7-A NH - H2 Scale: 0.9459Trir �`"'•'�WARNINGS: GENERAL NOTES, union she dee noted: C/ 40 Truss: H2 1,Bulderaa . a erection na.abe M.8 General should sawed ads r.(Note. 1.Tee N based only upon thepnle te nat•rs Moen and r an Individual ,.y/ "7 OREGON and IA/mhobolero contmaon commence., bolding G npon.d,Applicability of d.yn somnolent and proper , 0 •(_ 2.2a4 compression web Nosing must b.entailed vdnre Moen., Incorporation ofcomponent b Me responsibility oft a Wilding dsMgn.r. 11;9, qRY: 3.Addid.nt bmporory bedYq b has debility during con*0000It 2.7 ser assumes m.top end boom chords b be Wordy bead et Is the mponatbMry of me ander.Additional p.nneam Mdng of 7 o.a and at 170.a rospdiwly unless Mad andlor out Mel length by DATE: 8/10/2015 Ha overall Mrudv.NtMra.pensialty of the buldingd.dgnor. continuoused ngor.oh.ptrwaeM•Ihlr ereshwn•dryMA(BC). �� �A U� SEQ.: K1345848 +Nob.eWould b.. ab 8.a ImpctbrttlpnpwNbnlMdgro.88,.quired Were shown•. pen any Component ural alter al Mdrq and 4.Installation Mtn=h8n re.poalbMry of the respdM contractor. furan are camped.and at alba Would.ny loads rooter than 6.Design swum trusses are loin used In a noncorrosive eabonm.nt, TRANS ID: LINK design loads be applied to any component. and.rahr•dry condition"of u.. 6.Comp7nn less anlral non and autumn no neponMAty/art. a Design owm..NAb..rbg at al suppod.sovm.Blom or sedge If hbrlalbn.steeling,Mdpm.nl.nd IMMte.n of amponenla necessary. EXP EXPIRES: 12/3112016. 7.D.sign...m...d.quatedrainage N provided. August 10,2015 6.This design hfonddnd eubl.d to tai llmltba.N forth by S.plebeshel be babel on both hose ofhcbe.,and plead.thea carder TPSWTCA In BEN,epi.M Meld:ell be furnished upon raped. Ines coincide wlh lubt osd.r las. Mfiek USA,Inc./ComTran Software 7.6.6(11.)-EB.Ogib Indicate We of plats In Rohn. W 10.For bash connector plata dsstgn.la...ESR-1311.EBR-1855(811.)