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Plans (121) _ s , �� SOME HAND FURRING WILL BE m' #. REQUIRED IN MASTER TRAY �1 TO MAKE IT SQUARE. XG AND � KG REQUIRED A SLOPE IN THE c� �` BOTTOM CORD FOR ENGINEERING ig�*,• .-'' ` g _ „� �'j w i e {'j 3. GGE I rn P� li It A au 3 h 7 ' !1 : ,' : 07) MO ' I II K 'I it n /\ - \Iv V ` qr i¢, ¢ .. cz -- N”" 61 92 r w e > 9 a D __ O __ w -mir� I O N -- ¢ O 3 > w LL o C O o O N 0] N N = JO O B2 J O HN sL �� __ -�Il� .0 1 =4- oW $ � ¢ ¢ - 1 1 1 I I III,:\JG Rz; 1 1 1 DONm m 1 1 IG J 3f�� al 1 Bz __ �� , O(D a.: m CNm _a �d-- .I,!1 R11 dim __ ..3.. pti — C •(n J7 . E. o' aG int mIrk. '¢3m � ©R £ N W a V 1E J O C . m m 9r ) 07 !WALL HERE MUST BE FRAMED UP m TO THE 13' -1" HEIGHT FOR TRUSSES 4/12 PITCH. 2' EAVES. MOST HEEL ENDS JOB NO: ARE CALLED OUT TO BE 5-1/4". OTHER 0616032 'STANDS ARE PER PLAN ALSO ! ! PAGE NO: 1 OF 1 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VTD7175Z0222112006 Truss Fabricator: Truss Components of Oregon Job Identification: 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood lot 2 01 senWoods -- 12867 sw Parkdal e Model Code: IRC Truss Criteria: I RC2012/TPI-2007(STD) Fngmm eerg software: Alpine proprietary truss analysis software. Version 16.01. �iteG No�� Truss Design Loads: Roof - 42 PSF ® 1.15 Duration Ss Floor - N/A N 195 ,Q �O� Wind - 120 MPH (ASCE 7-10-Closed) r' Notes: /- 1. Determination as to the suitability of these truss components for the 08/' EGO OREGON structure is the responsibility of the building designer/engineer of '9 '�•A•so +oti° ,� record, as defined in ANSI/TP1 1. SQL.D W.NfG 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: BRCLBSUB-12015EC1-GBLLETIN-GABRST10-HIPFRAME- �roTfeal Submitted by GWH 11:18:40 08-22-2016 Reviewer: GWH $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 05314--NG 16235052 08/22/16 39 05352--G1 2 05315--N 16235053 08/22/16 16232063 08/19/16 3 05316--JG 16232033 08/19/16 40 05353--D 16232063 08/19/16 4 05316--J 16232033 41 05354--D1 16232062 08/19/16 5 05317--J1 1623204/ 08/19/16 08/19/16 42 05355--C 16232047 08/19/16 6 05319--J2 16232059 08/19/16 43 05356--C1 16232043 08/19/16 7 05319--J2 16235054 08/22/16 44 05357--SGE 16235069 08/22/16 8 05321--K4 16235072 08/22/16 45 05358--S 16235070 08/22/16 46 05359--A 16232038 08/19/16 9 05322--KG 16235055 08/22/16 10 05323--K 16235056 08/22/16 47 05360--A1 16232037 08/19/16 11 05323--K1 16235056 08/22/16 48 05361--A2 16232036 08/19/16 12 05325--K3 162350517 08/19/16 49 05362--A3 16232054 08/19/16 50 05363--A4 16232053 08/19/16 13 05326--K2 16232065 08/19/16 14 05326--I2 16232048 08/19/16 51 05364--FT1 16232044 08/19/16 15 05328--I 16232039 08/19/16 52 05365--FT2 16232058 08/19/16 16 05329--HG 16232064 08/19/16 53 05367--R1 16232046 08/19/16 17 05330--H 16232040 08/19/16 54 05367--R2 16232052 08/19/16 55 05368--R5 16235071 08/22/16 18 05331--OGE 16235058 08/22/16 19 05331--0 16235059 08/22/16 56 05369--R4 16232060 08/19/16 20 05333--PG 16235060 08/22/16 57 05370--R3 16232035 08/19/16 21 05334--P 16235061 08/22/16 22 05335--OG 16235062 08/22/16 23 05336--0 16235063 08/22/16 24 05337--RG 16232056 08/19/16 25 05338--B 16232045 08/19/16 26 05339--B1 16232034 08/19/16 27 05340--B2 16232032 08/19/16 28 05341--B3 16232042 08/19/16 29 05342--XG 16235073 08/22/16 30 05343--X 16235064 08/22/16 31 05344--X1 16235065 08/22/16 32 05345--X2 16235066 08/22/16 33 05346--X3 16235067 08/22/16 34 05347--E 16232057 08/19/16 35 05348--E1 16232051 08/19/16 36 05349--E2 16232049 08/19/16 37 05350--E3 16232055 08/19/16 38 05351--G 16235068 08/22/16 (0616032--PARR LUMBER-HI LLSBORO -WI ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - NG) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Topchord 2x4 HF #1&Bet. :T2 2x4 DF-L #1&Bet.: Bot chord 2x6 HF SS 2 COMPLETE TRUSSES REQUI RED 1 < : Webs 2x4 HF Std/Stud Nail Schedul e:0.120"x3", min. Halls Special loads Top Chord: 1 Row 011.25" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Bot Chord: 1 Row a 8.25" o.c. Uses TC- From 71 p f at -2.00 to 71 p f at 7.94 1 Row 0 4" n c TC- From 36 p fat 7.94 to 36 p fat 24.56 Use equal spaci ng idtspli rows and stagger nails TC- From 71 p f at 24.56 to 71 p f at 34.54 4' each row to aofid splitting. BC- From 4 p f at -2.00 to 4 p f at 0.00 g Ino. quiridg of rea overs errpearicul ngs greater and rah than to BC- From 7 p fat 0.00 to 7 p fat 32.50 grain requi red i n area bearings 4" BC- From 4 p f at 32.50 to 4 p f at 34.54 120 mph wind, 20.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in TC- 800.00 I b Conc. Load at 7.89,24.61 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. BC- 106.99 Ib Conc. Load at 2.00,30.50 BC- 111.39 Ib Conc. Load at 4.00,28.50 Wind loads and reactions based on MWFRS. BC- 116.58 Ib Conc. Load at 6.00,26.50 BC- 309.20 I b Conc. Load at 8.00,10.00,12.00,14.00 16.00,16.50,18.50,20.50,22.50,24.50 In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 1.50. per IRC-12 section 301.5. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 6] W1.5X4 S 2.50 [11] W3X10 4.00 L 1.50 [16] W4X5 2.00 L 1.50 [20] W1.5X4 S 2.50 6X6 1. 5X4111 3X5= 6X6= 0-5-4 = rHI - _/ 1 / _ 0-5-4 3-1-0 �� I `l 18-8-12 3X12(81)= 1. 5X4[6] III 3X10[11]= 4X5[16]= 1. 5X4[20] III H0510= 3X12(61)- 7-11-4 >Ic 5-6-1 >k 5-7-13 'I'w 5-6-1 + 7-11-4 I, 7-11-4 J, 16-8-0 J, 7-11-4 J 32-6-8 Over 2 Supports >{ R=3809 U=258 W=5.5" R=3801 U=258 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PR PLT TYP. 20 Gauge HS, ITWBCG Wave FT/RT=2°/D O% /4 0 OFVW*. OR/-/1/-/-/R/- ( ) O 16.01. �. Scale =. 1875"/Ft. Truss Components of Oregon 971157-?118 •'WARNI NGI••READ AND FOLLOW Au_NOTES ON n!!s DRAWING! O> a V M�F 825 N 4th Ave,Cornelius OR 97113 ••I/PORTANT'• FU1NI SH This DRAW!NO To ALL CONTRACTORS I NcwDI NG THE INSTALLERS. TC LL 25.0 PSF Trusses requi re extreme care i n fabricating, handl I ng, shl ppl ng, Instal 1 i ng and brad ng. Refer toand tel I ow REF the latest edi ti on of BCSI (Bail din Com �gg75 R7178/ 5314 9 Component Safety Infoemptiar, by TPI are MTCSI for safety practices prior t TC DL to performing Mese fproper!ens. I attached stders hall provi desheath temporary tombrad per alI eUnl a pr noted otherwl 10.0 PSF DATE 08/22/16 .4011194 lop chord shall have properly attached structural rhea Ming and bottom chord shave have a properly d per attached rlegvtl cel l l ng. Locatl ons shown for permanent lateral restraint of webs shall have bracing instal led per BCSI An ��,��II tions B3. 07 or Bl°, as applicable. Apply plates to each face of truss and position as shown above and on 1411111 BC DL 7.0 PSF DRW enusR717s 16235052 II the Joint Details, unless noted otherwise, Refer to drawings ihOu-Z for standard plate positions. i AI pi ne, a di vi sl on of I rN Bw I dl ns cpmponenen croup Inc. shat I nut be r 0 2/20 6 BC LL tlnenall, len failure g futrs the truss In conformance with AN51/TPI 1, osponsible far ails deviation from this OREGON 0.0 PSF CA-ENG GWH/GWH AN ITW COMR4NY Installation R blurl ng of trusses, r for handling, hi ppi ng, A...I en till.dr.At `4 TOT. LD. 42.0 PSF SEON- 62554 np or Cover pqp I I stl r10 leve s vel tw I ilei utas smpl.dr of profsssl y o enol Heart 1p 94)'en,20,19s0 respond Allty tit nor the earl Dn snow!. Tile eNl taei�ICY and gra or tm a era gnR ror any:trt,ptbra Iia the O •N�'r 8351 Rovana Circle raeponsl m l l ty of the RDI I WI ng Reel 9..r per ANSI/TPI 1 see.2, Sacramento,CA 95828 For more information see thin ob.a �� W DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi epi tw.can; TPI: www tel general notes page and these web slimes: el net erg; 'AICA: sbci ntlustry.cep ICC idcsafe.org Renewsasazo7T SPACI NG 24.0" JREF- 1 VTD7175ZO2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- 12867 sw Parkdale - N) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: Bot chord 2x4 HF St 120 mph wind, 20.49 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Webs 2x4 HF #2d/Stud roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design, Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. No PLATELATERAL CHORDTruss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, No SIZE SHIFT BITE TATs & Pf=21.17d [11] W3X7 S 1.25psf. 5X7= 1. 5X4111 1. 5X4 5X7= 4 r "' 1. 5X4 0-5-4 T �_ _ �/ 4 0_5_4 3 9-0 5X5(A1)= 3X5= 3X7[11]= 3X \% 16-8-12 5= T I. 4X5.---- 5X5(A1) 5-2-9 4 8 11 6-4-0 L2'� 9-11-4 6-4-0 4-8-11 5-2-9 6-4-0 6-4-0 9-11-4 12-8-0 9-11-4 9-11-4 32-6-8 Over 2 Supports R=1534 U=72 W=5.5" RL=50/-50 R=1533 U=72 W=5.5" PLT TYP. ITWBCG Wave Design Crit: IRC2012/TPI -2007(STD) Truss Components of Oregon ((503))357-'118 TiARNI NG,: FT/RT=2%(0%)/4(0) 16.01, ti ,� D PROFFS 825N4thAve,ComeliusOR97113xE"DA"°F°L°rAlxoTesa+nllsoxarlxct OR/-/1/-/-/R/- Scale =. 1875 /Ft. ••I YPOIfrAxr•• nwxl m1l s oTurl iJB ro wE coxTrtacrdas Ltd Trusses requi re extreme care I n fabrl call ng, handl I ng, shl i n I nstal I1 ng lnd TME INSTALLERS. �1/ly F TC LL the latest edition of BCSI (Buil di ng Component Safety Information, by TPI and WandTCA)rfor safety [o and follow �� to performing these functions. Installer=shall 19575 25.0 PSF REF R7175- ,411164 fop chord shall have Psovith temporary tom cho per alI n pracolces prior TC DL properly attached structural M1eathin tl bottom chord hall havenaess noted therwise, 1 0.0 PSF 5315 iegitl Ili ng. Looca tl ons shown for permanent lateral rest9al ni of Prnperly attached t tl ons B3. B) B10, a applicable. A webs ssaa have bracing talletl ' DATE I� r AT. 08/22/16 All I IJ 1` III ; the Joint Petal Is, unlesssnoted . y plates to each Face of truss and s per BCS. I- BC DL ILI, I \VI °tnerwl se_ defer to drawl ngs 160A_Z for standard i zte a shown above "d° 7.0 PSF DRW CAUSR7175 16235053 AI pine, a di vl sl on of I TW,BT I tli ng Components Group I n°. drys;I not be r p anal ti ons. 0: 2/20 6 drawing, any failure to build the truss In conformance with AN51/TPI 1, eo(ptnosible For ons tlevlatlon from this BC LL AN ITh COMR4NY i osis;I ati on R braci ng of trusses. handling, ryl ppi ng /� OREGON 0.0 PSF CA-ENG GWH/GWH rAooponsi bi Pt.; Zr ellq or tnver paps Ihoc.,. this orarinp I Mlptss of tends or prof Sony n 'tr..' u,-o i v,� �O/� oe A TOT. LD. 42.0 PSF SEON- ty sol el y Old din deal pn or p.. The wl Leel 1 i ty.,,a g,e dr L�rI:dr.wi ne ror a,oy strlxiur.i�nihe IQ 20.79 s 62 556 8351 R°vana Circle Pon.i bill ty of the OW I al ng Designer per ANSI/TPI 1 Sec.1. IN1 Yo' Sacramento,CA 95828 For more information see thi s ob.s Q` W. DUR. FAC. 1. 15 ALPINE: www.al pl net tw.co, TPI: p erg general note sbcinous and these web=i Les: FROM BB www.t Inst. www y.com; ICC. www..ccsafe.erg Renews 6/3012017 SPACI NG 24. 011 JREF- 1VTD7175Z02 ( 0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- 12867 sw Parkdale - JG ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x6 HF #2 Special loads Webs 2x4 HF Std/Stud (Lumber Dur.Fac.=1,15 / Plate Dur.Fac.=1,15) mph wi 22. 16 ft mean hgt, ASCE CLOSED bldg, Located TC- From 71 p f at -2.00 to 71 p f at 7.94 120a20wmphe in nd,roof, 6I ft CAT II, EXP B, 7-10,0 TC OSED.0 dg, ofad BC TC- From 71 p f at 7.56 to 71 p f at 30.50 anywhe psf. TC- From 714 p f at -2.00 to 714 p f at 30.00 BC- From 4pfat -2.OO to 7pfat 0.00 Wi nd I oads and reacti ons based on MWFRS. BC- From 14 BC- From 7 p f at 8.00 to 14 p f at f at 28.b0 BC- From 4 p f at 28.50 to 4 p f at 30.50 In lieu of structural panel s use purlins to brace all flat TC @ 24" PLT- 357.00 Ib Conc. Load at ( 7.89,23.76) OC. PLB- 106.99 I b Conc. Load at ( 2.00,20.77) Bottom chord checked for 10.00 psf non-concurrent bottom chord live PLB- 111.39 Ib Conc. Load at ( 4.00,20.77) load a I i ed PLB- 116.58 I b Conc. Load at ( 6.00,20.77) Pp per IRC-12 section 301.5. PLB- 309.20 I b Conc. Load at ( 8.00,20.77) This truss is not symmetercial and must be installed as shown. Deflection meets 3611and L/240 total load. Creep increase Dec ec for dead I oad i .5 s i e0. 4X5(R) Ill 3X5= 3X5= 5X7= ill 0-5-4 4 r-- - _ ■` 4 ir'. it-411 , i _ ,�_ I ....1. 0-5-4 3-1-0 4X5 4X51 =----- 3X5=-----= 3X5= 3X5= 4, 20-8-1 t 1. 5X4�� T IE 2 3X5= 3X5(A1) 8-6-0 7-11-4 20-0-0 3-11-2 4-9-10 4-2-10 4-2-7 4-2-7 2 5-6-4 5-6-4 7 11-4 7-11-4 4-9-10 3-11-2 12-7-8 7-11-4 28-6-0 Over 3 Supports R=565 U=57 W=5.5" R=2383 U=164 W=5.5" R=866 U=89 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/Tpl-2007(STD) - O PRO Truss Components of Oregon ( FT/RT=2%(0%)/4(0) 16.01. w.. 3���'S 825 N4thAve,Cornelius OR971137 118 IhhpORTANf•..WARN1 MGISH TN soon AND TO ALL NOTES ON THI S S IN DRAM xcl 1i� 1 OR/-/1/-/-/R/- Scale Trusses require extreme care I n fabrl cats ng, handl i ngng, i CONTRACTORS lIIng°Ind THE bractI ng. Refer. /t„J -� TC LL 16 the latest ngi tl on of BCSI (Buil di ng Component Safety°I nfoeaperan, Tel nstal 1 aand)fr safety Refer to and follow � `76 25.0 PSF l� 25"/Ft to performing these functions. Installers shall provide tem by per wlCA)for practolces prior "7 - top chord shall have properly attached structural sheathing andabottomcchordshall havenaeps noted ttached TC DL F 175 5/16 riegitl cellin9. ortail ons shown for permanent lateral restraint of webs shall have brad noel nstal Yedt Cached �h 10.0 PSF tions B3, BTBn°, asDATE 08/19 N applicable. Apply plates to each face of truss and per BCSI �- % BC DL /�■ I Q)P 1` III 1 the Jen nt petal I s, I Resnted otherwl se. Refer to drawl n 16°A_ Posl ti to as shown above and on 7.0 PSF -� ILI, ' \VI It I_, AI pi ne a di vi si°n of I TW Elul I ell n Com ha for standard pl ate p°SI ti ons. 0: /20 6 DRW CAUSR7175 16232033 tlrawing, any failure to build the trusspi neconSPormance wl thhANSI/TPl bi,rorpfori bl harMlingd°shlppl rig, on from this ANITWCOMP Y installation R bracing of trusses. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC A seal on this drawl g. rospensl bill °R or°over page I 1st!rig this drawl ng, I MI cotes affopte°es of rofessl°bel snpl neer)ng ` ty solely for the delin shown. The Ii lty and use of this drawl ng for any structure IS the 9� •�•tot 10%0:0' TOT.LD. 42.0 PSF SEMI- 46135 5351 R°YanaC le rasponslbllity of the Rulltll Sacramento,CA 95828 goer Per ANSI/191 1 see,2. O 1 Dvv. �/ ALPINE: wwwoalpineilt°,yfo tiTPl see[his job's general notes page and these web sl tee: ` DUR, FAC. 1. 15 FROM BB tpi net.org; WrCA: www.sbcl ndustry.can; ICC, www.I ccsafe.org Renews 6l3 2O17 SPACING 24.0" JREF- 1VTD7175Z02 ( 0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- 12867 sw Parkdal e - J1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Wind loads and reactions based on MWFRS with additional C&C member deli gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i S 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. This truss is not symmetercial and must be installed as shown. 4X5(R) III 5X5= 1. 5X4 2 1. 5X4 4 ,___ ,N„ 0-5-4 4 L I 4-5-0 3X5= T 20-8-12 1 3X5(A1)= 3X5= 3X5 �2 3X5= 3X5(A1) 8-6-0 >J< 20-0-0 J<2' 5-11-10 5-11-10 4-7-8 3"3 8-8-12 5-8-7 5-11-10 5-6-4 5-6-4 8-8-12 I, 11-11-4 ...a._ 4-7-8 ,I, 11-11-4 J 1.` 28-6-0 Over 3 Supports J R=377 U=25 W=5.5" �l RL=56/-56 R=1561 U=122 W=5.5" R=959 U=73 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) D PRO p4, /4(0) 16.01. 1 4 s lk. FFS) + : 1 OR/-/1/-/ /R/- TrussComponents of Oregon (503)357-2118 •'WARNING!'•READ AND FOLLOW ALL NOTES ON THIS DRAWING! • n Scale =. 1875"/Ft. 825 N 4th Ave,Cornelius OR 97113 'IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS 1 gCW01 HD THE INSTALLERS. 0`, l',O �` O Trusses regui re extreme care i n fabri cati ng, handl i ng, shi I ng, I nstal„ ��76 �Q TC LL 25.0 PSF the latest edition of BCS! (BulIdin Com PPn, ng and bracing. Refer to and follow REF R7175- 5318 9 Component Safety Information, by TPI and NTCA) for safety practices Prior r TC DL to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwl 1 D.D PSF DATE top chord shall have properly attached structural sheathing and bottom chord shall have /' 08/19/16 rl gid cel 1,ng. Locations shown for a properly attached esti ons l; 87 or B10, a Permanent lateral restraint of webs shall have bracing installed per BCS! �' BC DL .4 n PON, . s p applicable. Apply plates to each face of truss and position as shown above and on 7.0 PSF DRW CAUSR7175 16232050 Ill L I`VI I he Jol nt Dotal Is, unl ess noted othe wi se. Refer to tlrawi ngs 160A-Zror standard plate post tions. Q: �20 6 I AI ine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this BC LL AN ITW drawl ng, any fat 1 ure to but I d the truss n conformance WI en ANSI/TPI 1, or for handl l eg, shi ppl ng, /' OREGON 0.0 PSF CA-ENG CWC/CWC COMPANY i natal I au on 8 bract ng of trusses. 0 • A asci on this dreWnW or oovar R.W.I"sting tbl.dr wnp 41,d`'11 e.yt.ne.of raAsalReel .DWInNrl 9,Q"�a,20,19" �•� TOT. LD. 42.0 PSF SEON- 46139 8351 RDvaRa Circle raspansl b1 I 1 ty aaufl the But I el PD Denitl Re pa. Tile sul tab"1 i of thl s drat"ng for e,ry structure I o'She O IWler per ANSI ob. 1 Sene.2. L W DUR. FAC. 1. 15 Sacramento,CA 95828 For more I nformatl on see Int s J ob., FROM BB ALP!NE: www.al pl mel tw.com; TPI: general notes page and these web sues: www. WTGA, bcindostry.c , IGC Icesafe.org Renese 3&2017 SPACI NG 24.0" J RE F- 1 VTD7 1 75Z02 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616032—PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- 12867 sw Parkdale - J2 ) Top chord 2x4 HF #2 'Ti 2x4 HF #1&Bet.: 120 mph wind, 23. 16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. (a) #3 or better scab rei nforcement, Same size & 80% I ength of web Wi nd I oads and reacti ons based on MWFRS with additional C&C member member. Attach wi th 10d Box or Gun nails (0.128"x3",mi n.) @ 6" OC. desi gn. I n Iieu of structural panel s use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC. I oad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total I oad. Creep increase factor for dead load is 1.50. Truss desi gned for unbal anced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 6X6---- 4X5 X6=4X5(R) III / 1. 5X4 4 4, 4. 1. 5X4A. AP 0-5-4 �a�' ..Aiiiiiiiihoi......" 4 5-1-0 = e 0-5-4 me 3X5(A1)= 3X5= 3X5= 3X5= T 20- -12 3X5 3X5(A1) Lc 8-6-0 >l< 7„$ 6-11-10 20-0-0 2, 6-11-10 6-11-10 8-8-12 5-2-8 5-10-0 6-11-10 13-11-4 0-7-8 8-8-12 J—I. 13-11-4 J 28-6-0 Over 3 Supports R=268 U=14 W=5.5" RL=54/-53 R=1620 U=111 W=5.5" R=1006 U=81 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Ep PROF. FT/RT=2%(0%)/4(0) 16.01..` t� Q ‘.� S',) : 1 OR/-/1/-/-/R/- Truss Components of Oregon (.503))357-2118 ••WARN'NGI••READ AND FOLIOS ALL NOTES ON THIS DRAINING! Scale =. 25"/Ft. 825 N 4[h Ave,Cornelius OR 97113 1Ip01lrANr'• FURNISH THIS DRAWING F0 ro ALL CONTRACTORS INCLUDING DRATME INSTALLERS. Z TC LL 25.0 PSF Trusses regulre extreme care in fabricating, handl 1ng, shipping, installIng and brats ng. Refer to and follow 'I> 7611 O the latest edition of BCSI REF R7175- 5319 n to perform)ng these fonts onBui l di ng Component rrsshal lafetyideft marl on, by TPI and'MICA) for safetpractices prior r top chord shall have ps v temporary bracing per BCS'. Unless noted ttachedTC DL 10.0 PSF DATE 08/19/16 properly attached structural heaths ng and bottom chord shall have a properly attached Air , rlegid ceiling. Locations shown for permanent lateral rests)nt of webs shall have bracing installed per SCSI .4'7 �O tions 83, B)or B10, as applicable. Apply plates to each face of truss and position as shown above and on /- BC DL 7.0 PSF II I I ee nr Durso s, unless noted othe wl se. Refer to drawings 1aoA_z fOr standara pl ave pdsi ti nns 0: /20 6 DRW CAUSR7175 16232059 �1]1 .J I; l AI pi ne, a di vl si on of 1 TW cul I di rg Col se.encs Group 1 nc. shat 1 not be responds bl a for any devi antl on frm this BC LL AN ITW drawl ng, any failure to bus l d the truss I n conformance wi with ANSI/TPI 1, or for handling, shl I n OREGON 0.0 PSF CA-ENG CWC/CWC COMPANY 1 nstal I antl on R bract ng of trusses. pP g, A A said on this drawing en rover peps Ilatleg this drawing, Indicates acceptance en professlolid er91mewlrp e9�"+n.20,1ao° �•� TOT. LD. 42.0 PSF SEON- 46144 8351 Rovana Circle res l bill Y tel the Bol I CIN design shoat The sol tobi 1 I tY and'u'of this drawing for any structure Is the res IblIlt a desi nsr shown. ITPIsol 1 See,]. 1. , vv. DUR. FAC. 1. 15 Sacramento,CA 95828 For more I nformatl on see rhi s ob.s FROM BB ALP'NE: www.al pi nes tw.cm; TPI: maw tpl nst.org;e WTCA:notes page and these web sites: °`industry , ICC: iccsafe.org Renews 8/30/2017 SPACI NG 24.0" JREF- 1VTD7175Z02 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032—PARR LUMBER-HI LLSBORO -Wi ndwood l of 2 01 senWoods -- 12867 Sw Parkdal e - J3) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Webs 2x4 HF Std/Stud :W6 2x4 HF #2: roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.22 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. chord Iive Ioad applied Ri ght end verti cal not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT 11 & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [16] W4X5 3.50 R 1.50 [20] W3X5 S 2.75 1.5X4 III 5X10= 4 I- 3X5 1.5X4 O --, 4 0-5-4 (a) 4X5 7-2-4 T 1 w6 20-8-12 3X7(61)= 2-0-0 _L fl 2 5 1.5X4 III 1. 18-8-12 6X10= 3X10= 4X5[16]= 3X5[20] III L 4-5-13 I_ 4-2-11 5-6-8 L2-0-0>i I' 8-6-12 5-8-4 >lc 7-1-8 7-1-8 7-1-8 7-1-8 c 14-3-0 14-3-0 8-6-12 -1 ` 19-11-4 28-6-0 Over 2 Supports > R=1213 U=92 W=5.5" R=1362 U=114 W=5.5" RL=55/-53 PLT TYP. I TWBCG Wave Design Cri t: I RC2012/TPI -2007(STD) ,EO PROF FT/RT=2°/D(0%)/4(0) 16.01. .,, j� 3 OR/-/1/-/-/R/- Tmss Components Cornelius (503)357-2118 "WARM NGI••READ AND faLOW ALL NOTES ON THIS DRAWING! Scale =. 25"/Ft. 825 N 4th Ave,COme11llS OR 97113 "I IPORTANt'• FURNISH'MIS DRAWING TO ALL CONTRACTORS INCLUDING TME I NSTAb1 co.. 0 Trusses regal re extreme care i n fabri eating, handl I ng, shipping, I nstal I I ,_,,,J .p� TC LL 25.0 PSF the latest edition of SCSI (Building Component Safety I nformati on, by TPI and OTCA)rf"safety p to and follow 19675 REF R7175- 5320 T. to performing these functions. Installers shall provide temporary brad ng n Practices pre, TC DL 14011641/4 top chord shall have properly attached structural sheathing and bottom chord have"aepr noted otherwise, , 1 0.0 PSF DATE 08/22/16 ri gi tl cel l l ng. Loca tl ons shown for proserl y attached ections B3, . or a,D, a permanent lateral restraint of webs shall have bracing taller per BCSI O- j BC DL A 11 I )[I A 1 I SAI noted cabl a Apply plates to each face of truss and post tl to as shown above a"d on 7.0 PSF DRW CAUSR7175 16235054 I I L ) I`V' l the Joint Det all s, unl ess notetl cablotherwl se. Refer es to wi each ace of for standard pl ate post ti ons. I pine, a tll vi sl on of 1 TW Bul I dl rg Components Group Inc. shal I no[be r O t �2� 6 AN Irw drawl ng, any failure to bui tl the truss I n conformance wi M ANBI/TPI , .7_,: �i bl a f°r ans e°I ati on from thi s OREGON BC LL 0.0 PSF CA-ENG GWH/GWH COMPANY I nstal l at1 on S bracing of trusses. ng, r for handl l eg, hl ppl ng, A l on OrterI A walls nl 1 I t sol el.for the deal gn ahwnng tt l s dl drawl I I,tI nal utas acceptance of profess)will Nql neer)ng page cover nhoo a9�.1, pp �'c TOT. LD. 42.0 PSF SEAN- 62588 8351 Rovana Circle respond bl l l ty of the&r I al ng Deal filerY and use of this drawing for any structure l a the O per hi s J ob. 1 Sec.2D W.N OUR. FAC. 1. 15 Sacramento,CA 95828 For more I nformati on see ui s ob•s FROM BB ALPINE: `nee alp'eei tenon; TPI: www.tel nst general notes page and these web sites: erg; MCA: www sbci ndustry.com; www,ccsafe.org Renews 6/30/2027 SPACING 24.0" J REF- 1 VTD7 1 75Z02 (0616032--PARR LUMBER-HI LLSBORO -WI ndwood I of 2 01 senwoods -- 12867 Sw Parkdal e - K4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF St 120 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Webs 2x4 HF Std/Stud#2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied WI nd I oads and reactions based on MWFRS wi th additional C&C member design. per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Truss designed for unbalanced snow I oad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, 1 oad i s 1.50. CAT II & Pf=21.17 psf. 5X5= 1.5X4T 1.5X4# 140.7 4 r 4 5-2-4 0-5-4 i_ Ma 0-5-4 MO 4X5(A1)= 3X5= 3X5= 3X5=-mil -- 4X5 4X5(A1)= 7-4-7 ,I_ 6-10-9 2' 9-7-15 .1_ 9-2-2 6-10-9 7-4-7 L 14-3-0 9-7-15 14-3-0 28-6-0 Over 2 Supports R=1206 U=92 W=5.5" RL=55/-54 R=1369 U=115 W=5.5" PLT TYP. ITWBCG Wave Design Cri t: I RC2012/TPI -2007(STD) .£D PROF FT/RT=2%(0%)/4(0) 16.01. . ���Fi4 OR/-/1/-/-/R/- (503)357-211$ "WARNINGI•`RFJIDANDFOLLONILLLNBTFSI)HTHISORagINGI Scale 25"/Ft. 825 N 4th Ave,Cornelius OR 97113 "I IpgRTANt`• NRNI SH THIS DRAWING TO ALL CONTRACTORS I NCLUUI NG THE INSTALLERS. (. • Trusses requi re extreme care I n fabri cats ng, handl I ng, she ppl ng, I nstal l I ng and brace ng. Refer to and fol l ow 19875 �� TC LL 25.0 PSF the latest edition of SCSI CBwiIa,eg Component Safety Information, by TPI and WIGA,fpr safetyREF R7175- 5321 to performing these functions. Installers shall prowl de temporary brad ng practices pre, TC DL top chord Shale have properly attached structural sheath,ng and bottom chord have"aces proper! attache se, , 1 D.0 PSF DATE 08/22/16 raged cel l I ng. Locations shown for permanent lateral restrrai nt of webs shall have brace ngpl nstal l,edper attached tach ed FI tLl �� II sections B3, BT or B10, a applicable. Apply plates to each face of truss and position as shown above andon /� / BC DL 7.0 PSF A'I [� I ,fie nt°eta:I s, unl assented otherwl se. Refer to drawl:hoes,16.0:Z for standard pl ate poll n ons 0 X20 6 DRW CAUSR7175 16235072 II ' pine, a tlivislon of ITh eulltlirg ComponetGroup Inc. sM1all not be responsible For any devlatlon from this BC LL AN ITh t drawl ng, any fab I ure to but I d tee truss I n conformance ei th ANSI/TPI 1, or for handl 1 ng, she ppi ng, OREGON 0.0 PSF CA-ENG GWH/GWH CAMPANY instal latl on&bracing of trusses. A Aesseal on thl*drawlrnngforr thedealpagege IIs*0109 t�ssdl l , I nol cotes acceptance of profess'ons1 erg1 near'nR �'• d" • TOT. LD. 42.0 PSF w9' " 20.+9SEON 62559 8351 Rosana Circle roapon.i bill ty of the Sul I ding Designer ty and of thl a drawl„g for any structure 1 s the O ��/ per ANSI/TPI ,s«.2. LD W. DUR. FAC. 1. 15 Sacramento,CA 95828 For more a nformate on see tht s ob.s FROM BB ALPINE: www.alp'eel tar cont TPI-a general notes page and these web sites: www.tpl net.erg: ATCA: W.sbct ndustry.cam; I CC'. www.I ccsafe.org Renews 6/30/2017 SPAC I NG 24.0" JREF- 1VTD7175Z02 (0616032-PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 sw Parkdal e - KG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L #2: :T3 2x4 HF #2: Bot chord 2x4 DF-L 2400f-2.0E :B3 2x6 HF #2: 2 COMPLETE TRUSSES REQUI RED < i Webs 2x4 HF Std/Stud :W7, W8 2x4 HF #2: Nail Schedul e:O.120"x3", min. nails Special loads Top Chord: 1 Row 012.00" o.c. TC- (Lumber D'r.Fac.ol 2500/ Pllateto 7Dur.1 p faat=1;194 Bot Chord: 1 Row 0 8.00" o.c. TC- From 36 p f at 7.94 to 36 p f at 20.56 Webs 1 Row c we o.c. TC- From 71 p f at 20.56 to 71 p f at 30.50 Use equal spacing between rows and stagger nails BC- From 4 p f at -2.00 to 4 p f at 0.00 in each row to avoid splitting. BC- From 14 p f at 0.00 to 14 p f at 2.96 (") 1 pl ate(s) requi re special BC- From 14 p f at 2.96 to 14 p f at 7.95 fors ecial posi ti oni ng. Refer to scaled plate plot details BC- From 7 p f at 7.95 to 7 p f at 13.54 P positioning requirements. 120 mph wind, 22.16 ft mean hgt, ASCE 7-10, CLOSED bld Located anywhere in BC- From 7 p f at 13.54 to 7 p f at 28.50 =6.0 psf, wind BC BC- From 4 p f at 28.50 to 4 p f at 30.50 roof, RISK CAT II, EXP B, wind TC DL g TC- 357.00 Ib Conc. Load at 20.61 DL=4.2 psf. BC- 755.80 Ib Conc. Load at 7.95 Wind loads and reactions based on MINERS. BC- 309.20 I b Conc. Load at 10.00,12.00,14.00,14.50 16.50,18.50,20.50 Calculated horizontal deflection is 0.14" due to live load and 0.14" due to dead BC- 116.58 Ib Conc. Load at 22.50 load. BC- 111.39 Ib Conc. Load at 24.50 BC- 106.99 Ib Conc. Load at 26.50 In lieu of structural panels use purlins to brace all flat TC ® 24" OC. on JT SLATERAL BDeflecctimeets L/360 live and L/240 total I oad. Creep i ncrease factor for dead 1. No SIZEE ZE SHIFT BITRD TE load m. [13] [18] W3X50 1525 L 1.25 75 [20] W3X5 2.25 R 1.25 [21] W6X8 1.50 R 1.25 5X5= 3X5= 1. 5X4 111 3X5[20]= 5X5= 4 ,- MM , 3X5 T2 8 W7 9 4 �� :iiii7-1 .011 11.11111111111111k T3 0-5-4 LN _ IIIIEZ 0-5-4 3-1-0 T -' 3X10[13]= - 9 L H0514(**)_ [ 83 1. 5X4 III 020-8-12 3X10(F2)?4 SS0514= 6X821] ] 3X5[18] III 3X10(A1)= L2-0-0>j LL 3-1-4 I 4-10-0 2-11-6 _1 2-9-10 3-6-2 3-4-6 L2-0-0>i r 2-11-8 1` 4-10-0 5-9-0 3-7-14 3-6-2 'Ir 7-11- 7-11-4 -1- 12-7-8 _ -I` 10-7-0 T I, 7-11-4 2-11-8 14-11-8 28-6-0 Over 2 Supports R=2793 U=246 W=5.5" R=2954 U=254 W=5.5" PLT TYP. 20 Gauge HS, 18 Gauge HS, Design Crit: IRC2012/TPI -2007(STD) I TWBCG Wave FT/RT=2°/D OSB /4 0 EO PRO/�� Truss Components of Oregon (503)357-2118 ••WARNINGI*• ( ) ( ) 16.01. .• % `. ts� OR/-/1/-/-/R/- 825 N 4th Ave,Cornelius OR 97113 READ AND NG TO ALL ONTRA ON THIS DRAWING! `.0 G 1 Sea I e = 25"/Ft. ••I rP06TANr•• FURBISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. , N E - Trusses require extreme care In fabricating, handling, shi .p y TC LL 25.0 PSF the latest etlition of BCSI (Builtlin ComponentPPing, Installlrg and bracing. Refer to and follow 19575 77 RE F 9 Safety Information. by TPI and wrcA>for safer R7175- 5 322 to perform)ng these functions_ install ars shall provide temporarybrad n o practiccs prior • r• TC DL 1 0.0 PSF DATE Addlibh top chord shall have properly attached structural sheathing and bttom chore shalI have oleo otherwise, , 08/22/1 6 rigid ceiling. Locations shown for pinstaly attached Ell 1 1 sections 83, B)or 010, as permanent lateral restraint of webs snapl have bracing tailetl per BCSI (Al BC DL L the Joi nt Renal I s, cool ass noted'otherwl s pl Refer drawl each faceAof truss and pos;li to as shown above and o 7.0 PSF DRW CAUSR7175 16235055 ngs Z for standard plate positions. Oi 2/20 6 �� NIIn dAl pi ne, any vi si on of I TV/Bull the ng Compo nentsfCroupce wi tshal I not bel responsi bl e for any devi at on from thi s BC LL AN ITWCOMP0NY installation b bracing of trusses or for handling, hipping, OREGON 0.0 PSF CA-ENG GWH/GWH A.sseall on j hlas drawl ng or coverpew I Intl ng thl s drawl ng, I ndl cotes eeeantone.of profess)oral • i neer) 9-1-0/. Q 4e•1 20,1944_024' TOT. LD. 42.0 PSF design shown. The GUI Udall I By end use of 081 drawl ng for any structure I:nThe O SEON- 62681 8351 R°vana Cycle respensl bi I I ty or the Elul I dl rig Desi gnat per ANSI/TPI 1 See.]. Sacramento,CA 95828 For more Information see this ob._ D vv. DUR. FAC. 1. 15 FROM BB ALPINE: www.alpi a tw.con; TPI:e 3 general notes page and these web sites: www.tpl nst.org; WTCA: wine.sbci ndustry.con; I CC: wow,i ccsafe.org Renews 8l30:1/2017 SPACING 24.0" JREF- 1VTD7175Z02 (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - K) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Botp chord 2x4 HF #262 2x4 DF-L 2400f-2.0E: (**) 1 plate(s) require special posi ti oni ng. Refer to scaled plate plot details Webs 2x4 HF Std/Stud :W1, W7 2x4 HF #2: for special positioning requirements. W8 2x4 DF-L Std/Stud: 120 mph wind, 22.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in In lieu of structural panels use purlins to brace all flat TC @ 24" OC. roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Laterally brace bottom chord above filler with purlins at 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom ch2rd checked .5 10.00 load is 1.50. per ImCcho dechicn d0f1r. psf non-concurrent bottom chord live load applied CATsI desgned 175 unbalanced snow load based on P 25.00 No SIZE SHIFT BITE TATs & igneo pun. g= psf, Ct=1.10, Ce=1.10, JT PLATE LATERAL CHORD [ 1] W4X8 2.32 L 1.50 [22] W5X7 S 1.25 5X5= 1.5X4111 5X5= H0514= 3X5 e s 4 r— '� 1.5X4 0-5-4 B2 W7 -� B 0-6-0 W8 — 4 3-9-0 i_`—tel W1 r 0-5-4 T - --J 5 3X5= � � � 1'9l. 5X4 111 3X5= zo-8-1z 4X8[1], 6X8= 5X7[22]= 4X5(A1)_ T L2-0-0� 3X5(**) 1. 5X4111 2-9-12 i 3-5-14 3-7-10 3-9-0 ,2-0-0> 2-8-0 �` 3-7-10 " 3-5-14 3-9-0 4-10-8 4-8-11 I9 5-2-9 5-2-0 9-9-8 9-11-4 ..,I_ 2-8-007316 10-7-0 8-7-8— I, 9-11-4 kf 14-11-8 < 28-6-0 Over 2 Supports J R=1390 U=105 W=5.5" '1 R=1361 U=105 W=5.5" RL=49/-49 Design Cri t: I RC2012/TPI -2007(STD) D PROF PLT TYP. 20 Gauge HS, ITWBCG Wave FT/RT=2% O% /4 0 Truss Components of Oregon ((503))357-'.118 **WARNINM..READ AND FOLLOW ALL NOTES ON THIS , ( ) 16.01. t, .ti' y �Vn' OR/-/1/-/-/R/- SCaI a =. 25"/Ft. 825N4ponentth Ave,Cornelius "IlvoRrAN** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 aGllVECs-ah )-01p TC LL 25.0 PSF Trusses recite re extreme care In fabricating, handl i,g, she pp;ng, Instal I ing and bracing. Refer to and follow V -r r the I°test edition of BCSI (BuiIdin c +96�eREF R7108/ 5323 T. 9 I ors snt I Prov de mporar by TPI a.Ing WTCSI for l ess noted practi cos pre or to performing thhaveese functions. Installers churl provide temporary bracing per alI unless peattached � TC DL 10.0 PSF DATE top d cel shall Loca properly attached pe structural sheathing and bottom chord shall have a properly attached 08/22/1 6 riegid celling. Locations shown for permanent latral restraint o£webs shall have bract ng Installed per BC51 Odighhk ,4 IT O�� I s tions B3, B7 or B10, as applicable. Appy pestes to each face of trussandposition as shown above and on �- BC DL 7.0 PSF L to'°I^t Betal 1 s, ess nptad othe wi se. ReFer mp draw;kgs 160A-Z tr s andard are Bos,t,tn= DRW CAUSR7175 16235056 i drawl ng, any ifelIure t IbutIIdlthe ng oopooeconformancenwlthhANSI/TPrbl,rorpfor'handlIng, shidppinylon from this OREGON 2/20 6 BC LL AN ITWCOMFYINYnstnatlon A bracing of[occas. 0.0 PSF CA-ENG GWH/GWH AKon IInihiiity drawl p fOr cover�pogo sni show. t WSdIrMINRIMl4t.s acceptthin dr of 9fOr a alul .[ere in t '�ho . TOT. LD. 42.0 PSF SEON- 62640 1 I ty and use of:M:slate BR 1�r,,,y:tt„cmr.r W th, 9/Q 0.20.199 8351 Rovana Circle ravens'IN II ty of the BOA I dl tN Designer per ANSI/TPI 1 Sec.z. O Sacramento,CA 95828 For more i nformatl on see this b,s L vv. N� DUR. FAC. 1. 15 FROM BB ALPI NE: www.al pi net tw.cote TPI: 7° general notes page and these web si few www.tpl nst.org, WTCA: www.sbcl ndustry.com, ICC: www.I ccsafe.org SPACI NG 24.0" Renewsd��+� JREF- 1VTD7175Z02 (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - K1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 B2 2x4 DF-L 2400f-2.OE: (0*) 1 plate(s) require special posi ti oni ng. Refer to scaled plate plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W1 2x4 HF #2: :W8 2x4 DF-L Std/Stud: 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in In lieu of structural panels use purlins to brace all flat TC c 24" OC. roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Laterally brace bottom chord above filler with purlins at 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 1.50. per ImC-12 section 30 for JT PLATE LATERAL CHORD Truss designed for unbalanced snow load based on P No SIZE SHIFT BITE CAT II & Pf=21.17 psf. 9=25.00 psf, Ct=1.10, Ce=1.10, [ 1] W4X8 2.07 L 1.50 [22] W5X7 S 1.25 1. 5X4 III 5X5= 5X5= 3X5 Z 9 H0514-- 3X5 4 , B2 --1 4 4X5(A__....1 0-5-4 0 4-5-0 _- . .I 11 — 0-5-4 3X5= B -� 1'95.5X4111 3X5= 20-8-12 4X8[1] 6X8= 5X7[22]= 1.5X4 111 T L2-0-% 3X5(**)--s= 1. 5X4 III I.<2-0-0>1 2-9-12 4-7-10 9- 2-10-8 -rs >< 4-5-14 5-8-11 6-2-9 2 8 0 4-9-6 4-4-2 91-9-03-2-0 >< _ 11-11-4 5-b-15 6-2-9 L 2-8-0 a_ I 4-7-8 11-11-4 8 10-7-0 14-11-8 k 28-6-0 Over 2 Supports R=1449 U=109 W=5.5" RL=56/-56 R=1419 U=108 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS, I TWBCG Wave FT/RT=2%(0%)/4 0 ' PR'FF Truss Components of Oregon (503)357-,2118 **WARN! READ AND FOLLOW ALL NOTES ON THI I ( ) 16.01. �� T tQ� OR/-/1/-/-/R/- Scale =. 25"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••I Fuca SH TNI s DRAWING TO ALL CONTRAcONRT I NCLRDI NG THE INSTALLERS �� �G i N r TC LL Trusses requl re extreme care 1 n Pabrl catl ng, handl I ng, slit ppl ng, 1 nstal I I ng and bract a iQ 0y .0 PSF the latest edition of 8c51 Refer to and follow 19575 25 REF R7175 5324 CBuil Inst Component Safety Information, by TPI and 11TCSI for ss n practices prior - to performing these Functions. Installers shall provide temporary bracing per alI unless noted otherwise, r" TC DL 10.0 PSF DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 08/22/1 b ri gid cei I I ng. Locati ons shown for /r All 1 O T sectIons 83, B7 or 810, as Permanent lateral restraint of webs sh111 have bracing installed per dCo BC DL L A appl i cabl e. Apply pl ales to each face of truss and Bos;H on as shown above and n - 7.0 PSF DRW CAUSR7175 16235057 I'` III ; the Joint 0etai l s, unless noted otherwl se. Refer to drawings 160A-Z for standard plate post ti ons. n \vl AI pi ne. a dl vi si on of I Tw Dui I dl ng Components Group 1 nc. shat I not be responsible for any devl atl on from this 0• - /20 6/ BC LL AN irW drawing' any fai'ure to build the truss Inconformance with ANSI/TPI 1, or for handling, shipping, 0 OREGON 0.0 PSF CA-ENG GWH/GWH COMPANY I nsial I ati on&brad ng of trusses. A seal on thea drawing or cover TOT. LD. 42.0 PSF reoponal hl I I ty sol el y l'br the deal a 11 all 1q thl a 01 to ng, Ire sates of thi nndr of ng any oro1 cot n..r!R, 9 �• VA' S E ON- 62645 8351 Rovana Circle reaponni el I 19n shook. The Sul tee,l ty and Use of thl a drawl„R for any structure„the /Q p•20,19 ty of the Rut I dl ng Deal plat per ANSI/TPI 1 Sec.2. O Sacramento,CA 95828 For more I nformati on see thi s ob,s L 0 W W. N DUR. FAC. 1. 15 FROM BB ALP!NE: www.al pi nei tw.can; TPI:e general notes page and these web siw66v www.tial nst.org; WTCA: bd ntlustry.corn: ICC: Ittsafe.org SPACI NG 24.0" J RE F- 1 VTD7 1 75202 Renews 6190/207 7 ( 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 OlsenWoods -- 12867 Sw Parkdal e - K3 ) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member deli gn. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead Ioad is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5= 11 1. 5X41411111111111111111"* . 5X41. 5X4Di 4 \ .e --1 4 5-2-4 0-5-4 4X5(A1)= 3X5= 3X5= 3X5= 4X5(A1)m T 0-8-12 2' H 7-4-7 J_ b 10-92' 9-7-15 �— 9-2-2 6-10-9 I_ I— 14-3-0 —I- 9-7-157-4-7 —I— 14-3-0 J k 28-6-0 Over 2 Supports R=1363 U=114 W=5.5" RL=63/-63 R=1363 U=114 W=5.5" PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) FT/RT=2°h(0°/B)/4(0) 16.01. �., QTY:2 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-2118 ''wARNI NGI•*READ AND FOLLOW ALL NOTES ON THIS DRAWING! += Scale =. 25"/Ft. 825 N 4th Ave,Cornelius OR 97113 `911PORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 0G Trusses require extreme care In fabricating, handling, shlpp!ng, installing and bracing. Refer to and follow ��/� 711 25.0 PSF /I(�+I� .r 4 TC LL REF R7175— 5325 the latest edition of BCS/ (Building Component Safety Information, by TPI and ARCA)for safety practices prior 19676 to performing these functions. Installers shall prowl de temporary bracing per HC51. Unless noted otherwise, TC DL 1 0.0 PSF top chord shall have properly attached structural sheathing and bottom chord sbalI have a properly attachedDATE 08/19/16 rligld eel I Ing. Locatl ons shown for permanent lateral restraint of webs shall have bracing Installed per BCSI' 4001' FI 11 O�� I n s tions 83, 87 or 810, as applicable. Apply plates to each face of truss and posttlon as shown above and onBC DL 7.0 PSF L he Joi nt Detal 1 s, unless noted o[he wl se. Refer to tlrawl n 160A- DRW CAUSR7175 gs Z for standard pl ate Desi ti ons. 16232031 i I AI pi ne, a y vl sI on of I TW Hui di ng Components Group Inc. snal I /Tt be respond hl a for any tlevl ati on from thi g 0: G 6 BC LL AN ITN drawing, any failure to build the truss In conformance with ANSI/TPI 1, or For Handling, shipping, D•0 PSF CA-ENG CWC/CWC COMPANY 1 nstal I ati on 5 bract ng of trusses. OREGON A seal on this drawl ng or cover peps IIet!eg mis drndrq, IAil oatss acceptance of profssslonel e91Reef!np 9R v. Q° "� TOT. LD. 42.0 PSF SEON- 46171 rsaponsl IN I I ty sol el y for the deal pn sham. Tire tel tabi I I ty and use of ml s drawl ng for any structure I s the 49.1f 8351 Rovana Circle rasp:nal PI I I ty of the Bull di ng Deal prier per ANSI/TPI 1 See.2. OC Sacramento,CA 95828 For more 1 nformatl on see thi s j ob•s general notes 1 W,�� DUR. FAC. 1. 15 FROM BB ALPI NE: www.al Pi mei tw.can: TPI: www.tPi nst. WrCA: page and these web sides: erg she'Muatry. a; "` afe erg Renews 613012017 SPACING 24.0" JREF- 1VTD7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 Ol senWoods -- 12867 Sw Parkdale - K2 ) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 23. 16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT I1, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC c 24" OC. dWind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord Ii ye load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep i ncrease factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 6X6= 6X6= T2 1.5X4i 1. 5X4 4 � 4 5-1-0 0-5-4 0-5-4 3X5---- 3X5.---- �}20-8-12 1 3X7(610R) 3X5= T �2' 3X5------ 3X7(B1OR) 43"8 1.<2' L- 6-11-10-8 12 J_ �_6-115 10 8 L. 5-10-0 11-10_I_ f �_ 6-11-10 0-7-88-8-12 L 13-11-4 J,..I_ - - 13114 J 1...c 28-6-0 Over 2 Supports J R=1494 U=113 W=5.5" �l R=1494 U=113 W=5.5" RL=62/-62 PLT TYP. Wave Desi gn Cri t: I RC2 012/TPI -2007(STD) FT/RT=2%(Q%)/4(0) 16.01. 0• i PR��t�S"n'TY: 1 OR/-/1/-/-/R/- Truss Components ofOregon (503)357-i118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! {�� Scale =. 1875"/Ft. 825 N 4th Ave,Cornelius OR 97113 '•I NPDRTANr•• FORM SH TRIS DRAW"NG TO ALL coxTRAC70R5 I NCLwI xD THE INSTALLERS_ \ G N A�W TC LL 25.0 PSF Trusses regal re extreme care In fabricating, handling, shl pp'ng, Installing and bract ng. Refer to and follow � � Ov the latest edition of BCS" 19575 �f REF R71 8/ 5326 T. suil Ging Component Safety de temptiar by TPI and 1l SCSI for safety practi prior to performing these onsFuncti . Installers stall provide temporary bracing per BCS". Onlays noted otherwise, r TC DL 1 0.0 PSF DATE top chord shall have properly attached structural sheatM1ing and bottom chord stall have a properly attached.,0111111111111 /! 08/1 9/1 6 regi d ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per'SCSI ,4 rl ' s tions 83, 87 or as applicable. Apply plates to each face of truss and position as shown above and on BC DL 7.0 PSF lI 1A` I toe'°,"r Deral I s, a"I ass nncea°rnenvi sa Refer to drawl 160•- I ' DRW CAUSR7175 16232065 ' EA ' `'I I :pops, Z for standard pl ate post tI ons. ^ L NI:I AI pi ne, a dl vl si on of I Tw Bui dl rg truss I neGroup Inc. shat 1 not be rorfori bl a for any devi nuts, on from thl 5 O //`O 6' BC LL 0.0 PSF AN ITW COM drawl ng, any£allure to build the truss i n conformance wi th ANSI/TPI 1, or for handling, sM1i pal ng, OREGON CA-ENG CWC/CWC COMPANY i natal i ati on n bract ng of trusses. A seal on this drawl ng or cover page IInting this drawl ng, I loll 005.0 acceptance of professional .nglnsering '9 vjn.2C 19ye t TOT. LD. 42.0 PSF SEON- 46168 Paul bll l ty solely for the deal gn show!. The awl tabll lty and use of this drawl ng for any structure Is the V 8351 Rovana Circle r'esponsl b1 I 1 ty of the Iptl 1 dl ng DMA goer per ANSI/TPI 1 see.]. O a/ 58Lrdinento,CA 95828 For more I nfnrmati on see tni s ob.s L iU W,N OUR. FAC. 1. 15 FROM BB J general notes page and these web sites: ALPINE: www. m;.al pi TPI: www.tpinst.erg; WrCA: taw.sbcindustry.cum: ICC; tam.iccsafe.erg WNSPACING Renews 24.0" JREF- 1VTD7175Z02 ( 061 6032--PARR LUMBER-HI LLSBORO -Wi ndwood lot 2 OlsenWoods -- 12867 Sw Parkdal e - I G ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: :T3 2x4 DF-L #2: Bot chord 2x6 DF-L 2400f-2.OE Special loads Webs 2x4 HF Std/Stud (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 71 plf at -2.00 to 71 plf at 7.94 120 mph wind, 22.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 71 plf at 7.94 to 71 plf at 12.06 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 714 pl f at 12.06 to 714 pl f at 20.00 BC- From 4 pl f at -2.00 to 4 plf at 0.00 DL=4.2 psf. BC- From 14 pl f at 0.00 to 14 pl f at 20.00 Wind loads and reactions based on MWFRS. BC- 2030.69 Ib Conc. Load at 3.86 Bottom chord checked for 10.00 psf non-concurrent bottom chord live In lieu of structural panels use purlins to brace alI flat TC @ 24" load applied per IRC-12 section 301.5. OC. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 1.50. No SIZE SHIFT BITE [ 6] W4X5 S 3.75 [ 7] W3X10 S 1.25 [ 8] W4X5 2.25 R 1.50 4X8= 5X5= 3X10[7] = T2 4 4 / T3 3-1-0 -k- IM -Li 4ii 0-5-4 -I- 4X5[6] Ill 3X5= O-5- 20-8-12 4X5[8] 4X12(63)= 3X5(A1) --2-0-0--->1L r 3-9-9 ± 4-1-11 I. 7-11-4 + 4-1-8 + 7-11 4 ,I. 4-1-8 _ 7-11-4 J k 20-0-0 Over 2 Supports R=2658 U=233 W=5.5" R=1225 U=94 W=5.5" PLT TYP. Wave Design Cri t: 1 RC2012/TPI-2007(STD) - _ FT/RT=2%(0%)/4(0) 16.01. r,,®A' .FF *TY: 1 OR/-/1/-/-/R/- Truss Components of Oregon (4503)357-2118 "WARNING!`*READ AND FOLLOW ALL NOTES ON THIS oaArlNGI Scale =. 375"/Ft. 825 N 4th Ave,of Or Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS ,fi/ et% N E ''% TC LL Trusses regui re extreme care I n fabri cats ng, handl I ng, shi ppi ng, Install I ,(4r' lc,Q 25.0 PSF REF R7175- tM1e IaTest etlitlon Of BCS( (Building Component Safety Information, by TPI and WTCA)rforn9afetfer to and follow 19575532 7 to perform!ng these functions. Installers shall provide temporer bra.]n o prattoken pre or9 TC DL 1 0.0 PSF DATE top chord shall have properly attached structural sheathing and bottom chordeshalIIhavUnless noted ttachede, 08/19/16 rl gitl cel ling. Locatl ons shown for properly attached .f actions B3, B/or elo, asPermanent lateral restraint of webs shall have bracing installed per BCA / BC DL .4 11 I )0 A 1 n s app!i cab!e. Apply plat es to each face of trussandposition as shown above and on - 7.0 PSF DRW CAUSR7175 16232048 I I L J I`VI I the Joint Done:l s, unless noted otherwi se. Refer es to wl gs ace for standard d position pl ate post ti ons I AI pi ne, a di vi sl on of ITN Bui I di ng Components Group 1 nc, shat 1 not be respond bl a for any deve ati on from thl s 0:' /20 6 ' BC LL drawl ng, any fallure to build the truss In conformance with ANSI/TPI 1, or for handl I ng, hl 0.0 PSF CA-ENG CWC/CWC AN Irw COMPANY i nsTal 1 ati on 0.bract ng of trusses. s PPI ng. ^ OREGON A seal on till.drawl ng or`over page IIntlnp till drawl n Indlcotes acceptanceof prof sslore1 •egiteering H, TOT. LD. 42.0 PSF SEAN- 46128 respond bill ty sol el y for the dent gn shouts. The sill tail I I t and use of till s drawl Por a V 8351 Rovana Circle responnl bill ty of the Bpi 1 dl no Des1 oner per ANSI/TPI 1 Sec.2.a ery atreA:ture I s the �� 20,19�a Sacramento,CA 95828 For more Inforemati on see this 3ob.s general notes page and these web sites, O�O W• ,"� DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi mel tut.com; TPI: mowtpi net.or, wTCA: wow.sbci nuns ry.com; I CC: www.I ccsafe.org ann...men/0nd 7 SPACING 24.0" JREF- 1VTD7175Z02 ( 061 6032--PARR LUMBER-HI LLSBORO -Windwood lot 2 Ol senwoods -- 12867 Sw Parkdale - I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 22.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Wi nd loads and reacti ons based on MWFRS wi th additional C&C member desi gn. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 1.50. Truss desi gned for unbal anced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 11 1.5X4 107K 1. 5X401 4 r— 4 0-5-4 3-9-4 1ga ma 111. 3-9-40-5-4 3X5(A1)= 3X5= 3X5= 20-8-12 3X5(A1) :----- 2-0-0-->1 5-2-15 4-9-1 4-9-1 5-2-15 6-9-15 6-4-2 L 10-0-0 J_ 10-0-0 6-9-15 J 20-0-0 Over 2 Supports .7-I R=1010 U=80 W=5.5" R=842 U=57 W=5.5" RL=40/-41 PLT TYP. Wave Design Cri t: I RC20pp12/TPII -2007(STD) _ Truss Components of Oregon ((503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL FNOTES=2HDI "0IN 4(0) 16.01. r. �'141,- �FE`SS/N: 1 OR/-/1/-/-/R/- 825N4thAve,Comehus01�97113 328 ••INPDRTANr•• EDRNISHTHIs Scale =. 3125"/Ft. ORAWI NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 42 -.V,N F� 'OZ TC LL Trusses requi re extreme care I n fabricating, handl I ng, shi poi ng, I natal I I ng and bract `_ C,A 25.0 PSF REF the latest edition of 8C51 (Building Component Safety Informailon, b TPI n9 Refer[o and follow R7175- Y and WTCA) for safety19575 5 to performi ng these functions. Installers shall prowl de temporary bract Pracoti ccs prl or t / TC DL 1 0.0 PSF DATE top chord shall have properly attached structural sheathing and bottom chord shalllhavenaeps erect ttachide, r 08/19/16 rigid ceiling. Locations shown for properly attached Ail ! sections cs Ii . Lo atO, s permanent lateral restraint of webs shall have bracing Installetl per.SI / BC DL the J°i nt Detai I s, unl ass noted otherwl se. Refer drawl o face 160A-f trusand poli ti to as shown above and on 7.0 PSF DR CAUSR7175 16232039 ' 0) N I ls Z for standard plate post tl ons. /-c I I AlAI pi ne, a dl v1 sl on of I TW Bui I dl ng Components Group Inc. shat 1 not be respond bl a for any devi atl on from this 0; /20 6 BC LL AN ITW COMPANY drawl ng, any failure to build the truss i n conformance wi th ANSI/TPI 1, or for handl I ng, shi I n 0. 0 PSF CA-ENG CWC/CWC i natal I aft on s bract ng of trusses. PP g, OREGON A seal on teas drawl n9 or cover paps IInti acceptance of prof sslanal • TOT. LD. 42.0 PSF responsl bill ty sol el y for the des! . the a drawl p I MI cotes ctl re Int " J FROM O N— 461 3O respond bl I 1 typo steam. The sue tsbi I i ty end Dee of the:drawl np for any structure I s the �j�► �A•20.1990 8351 Rovana Circle of the Wul I dl ng Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more informatl on see MIs ob. OL� w•�� DUR. FAC. 1. 15 FROM BB ALPINE: www 1 general notes page and these web sues: al TPI; www.Spl ns[.org; RICA: bcl ndustry.com; ICC: iccsafe. SP CI NG org RMw.w.wvnl'✓rN1 J A 24.0" JREF- 1VTD7175Z02 ( 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - HG ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 • Bot chord 2x6 HF #2 Special loads Webs 2x4 HF Std/Stud (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 71 pl f at 8.00 to 71 pl f at 16.00 120 mph wind, 22.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC BC- From. 7 of f at d.at to 7 pl f at 16.00 TC- 630.48 I b Conc. Load at 8.00 DL=4.2 psf. BC- 72.71 I b Conc. Load at 2.00, 4.00, 6.00,10.00 Wind loads and reactions based on MWFRS. 12.00,14.00 BC- 247.49 I b Conc. Load at 8.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360land L/240 total load. Creep increase Ioad applied per IRC-12 section 301.5. factor for dead I oaid s 1.50. 4X5= 3X5; 4 I 3X5 0001100 4441* 3-1-4 -i nn 0-5-4 Or ..m. I `' _� —1— L1 0-5-4 1. 5X4 III -8-1 2 3X7(A1)= 3X7= 1. 5X4 III 3X7(A1)_ �— Fc 4-5-15 + 3-6-1 L 8-0-0 ± 3-6-1 'I` 4-5-15 J— 8-0-0 J kL - 16-0-0 Over 2 Supports R=1282 U=122 W=5.5" R=1279 U=122 PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) p PRS Truss Components of Oregon (503)357-2118 "WARN!NGI"READ AND FOLLOW AFTrgR =THels(DRRAI/WDINc4(0) 16.01. .. '. RFs ., Y: 1 OR/-/1/-/-/R/- 825 N 4th Ave,Cornelius OR 97113 G,N O Scale =. 5' "I IRBRTANr" FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLWI Nc THE INSTALLERS. � F TC LL Trusses require extreme care In fabricat;flg handling, shiany 25.0 PSF the latest edition of BCSI (Building Component Safety Informattionn, bysTel land WTCA)rforacl nsafetyer ac iandces(prior �gg78 DATEF R7175-08/19/16 5329 v to performing these functions_ installers shall provide temporary bracin n rly attached prior % TC DL 1 0.0 PSF DATE top chord shall have properly attached structural sheathing and rotten chord r BCSI noted therwise, DB/1 9/1 6 rigid ceiling. Locatl ons shown For properly attachetl .4 r sections 83, e]or Bi O, as permanent lateral restraint of webs shall have bracing installed per BCS! BC DL II L l the_WI nt Dotal ls, unless noted otherwise. Referes to todrawl nh face trusand position as shown above and on �- 7.0 PSF DRW CAUSR7175 16232064 � �J NII ss z for standard plate pest n ons. 0: /20 6 _ I Alpine. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF AN ITW drawl ng, any failure to build the truss i n conformance wi th ANSI/TPI 1, or for handl l ng, shi pial ng, OREGON CA-ENG CWC/CWC COMPANY installation R bracing of trusses. A.rl en troy dr.e eq or eon r p g.IiaiotItl1lq n drOolnl itIntlle.t.s xe.pt.nes of pfof salenol aegin.srinR Vin.20,19 TOT. LD. 42.0 PSF SEON- p°nsl blllt h r Ona se er t ie ar.WlnR nor enyr etrBotgre I:the �� 46122 8351 Rovana Circle resppn.l a II ty or the Bull di ng Designer per ANSI/TPI 1 see.2. Sacramento,CA 95828 For more I nformati on see this Job•s general notesO�D W. DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi nel iw.can: Tel: www.eel nst.org: WTCA: www.sbcindust these web sl wes: y` i "`safe org Renews g/3tl2D1, SPACI NG 24.0" JREF- 1 VTD7175Z02 ( 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood lot 2 OlsenWoods -- 12867 Sw Parkdale - H THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 22.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 1.5X4 1.5X4% 4 1--- -1 4 3-1-4 0-5-4 PPP MN -7- I. 0-5-4 + 70-8-12 3X5(A1)= 3X7:----- 3X5(A1)= 4 4-2-15 3-9-1 8-0-0 3-9-1 4-2-15 L 8-0-0 8-0-0 —i— 8-0-0 J i16-0-0 Over 2 Supports R=682 U=46 W=5.5" "j RL=25/-25 R=680 U=46 PLT TYP. Wave Design Cri t: I RC2012/TPI—2007(STD) O PROP FT/RT=2%D(0%)/4(0) 16.01. .• ,t rr FS . : 1 OR/—/1/—/—/R/— TrussComponentsofOregon (503)357-2118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS I NCiIIDI NG THE INSTALLERS. O� 0/3i��� Trusses require extreme care In fabricating, handling, shipping, Instal II Z TC LL the barest edition of Bis, Be„d;p �� ng and bracing. Refer to and fn,bpw ��76 25.0 PSF REF R7175— 5330 n 9 Component Safety Informatl on, by TPI and NTCA) for safety practices prior r — 41164, to perform,ng these funch!ons_ I nstal l ors snag l pro,,,de temporary bract ng per SCSI. Unless noted otherwise, r ! TC DL 10.0 PSF DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 08/19/16 riegid ceiling. Locations shown for permanent Iateral restraint of webs shall have bract ng instal I.per 8CS1 --•, _ Ail tions 83 87 or Bto, as applicable. Apply plates to each face of truss position as shown above and on �- / BC DL 7.0 PSF II11 the Joi rat Dotal I s, en,ess noted etherwl se. Refer to drawl Ings 160A-Z for=andard pl ate pos,t,ens. DRW CAUSR71 J5 16232040 o) NII 0: /20 6 AI pi ne, a dl vi sI on of I TW I d b ding Components Group Inc. shat I not be rrPfor bl a far any devl ati on from thi s • drawing, any failure to but ld the tress n conformance with ANSI or for M1antllIng, shi in BC LL 0.0 PSF CA—ENG CWC/CWC AN mw eonAPrwv ,nstal l at'on&bracing of tressespp g, OREGON Ares ml eln tlil derriei y°tner co ieel�W..III,p`h fl9 till dr'anl iti SOl Oetee ecoytens of Prorosal oras! ental nrn "i 9� TOT. LD. 42.0 PSF46124 y am Ne.of thin draw 9/Q B.26,19 SEON-8351 Rovana Circle r'esponsl EI I I ty or the But I al ng Desi taller per ANSI/TPI 1 sec z re ror airy etn,eturo I sOtha Sacramento,CA 95828 For more I nfermatl on see this ob.s �L I OUR. FAC. 1. 15 FROM BB ALPINE: www.al pl eel tw.con; TPI: 1 general notes page and these web sites: www.tpi nst.org: NTCA: www.sbcl ntlustry.con; ICC: www.i ccsafe.org Renews N302017 SPACING 24.0” JREF— 1 VTD7175Z02 (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - QGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet. Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x3 HF #2 :W1, W3 2x4 HF Std/Stud: :W2 2x4 HF #2: , & GABRST101014 for gable wind bracin Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A12015ENC101014, GBLLETIN1014 Seeuirements. g Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Provide lateral wi nd bracin load is 1.50. record. 2X3 studs require reinforcement atn70%raci of thendetai Iength atedengi studs of the same grade. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Top chord may be notched 1.5" deep x 3.5" wide along top edge, per IRC-12 section 301.5. only in the area above let-in studs. DO NOT OVERCUT. Space notches no closer than 24" o/c. No knots or other I umber defects allowed within 12" of notches. Do not notch plates, i n marked NNL lengths, nor in overhang or heel (first) panels. Outlooker design by others. I 4 1--- il 11 F 2-8-0 1_4_0-1 3X5 j 1 W3 Alle 4-3-1 �\a W1 W2 II 4 —'L II 0-5-4 2X4(A1) 4X5(R) III / --2-0-0-->i 5-6-8 I< 2"12 5-8-4 L 5-6-8 5-11-0 J (ac 11-5-8 Over 2 Supports J R=767 U=126 W=5.5" �l RL=144/-23 R=585 U=92 Note: All Plates Are 1. 5X4 Except As Shown. PLT TYP. I TWBCG Wave Design Cri t: 1 RC2012/Tm�PI -2007(STD) O PRO p4, /4(0) 16.01. I. R. F�s Truss Components ofOre on (503)357-2118 ••WARNINGI*•READ ANDFOLLOW ALL NDTEsoN7HlsgtABlNGI 1aC1.,�F ,/O OR/-/1/-/-/R/- Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 — •v LPORTANr•• FURNI SH 7HI s DRAM NG TO ALL CcNTRACTORS I NCLUDI NG THE I NSTALLERS. 'fi TC L L 25.0 PSF Trusses require extreme care In fabricat]ng, handl ing, shipping, instal Il ng and bracing. Refer to and Follow 19575 the Irteat em ti on of SCSI <ennd;n Component9 REF R7175- 5331 t. g l Safety Ieftempo,ar, by TPI and WTCSI for safety tedctices pre, r TC DL to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 1 0.0 PSF DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached /' 08/22/1 6 rligid ceiling. Locat;ons shown for permanent lateral restraint of webs shat l have bracing installed per SCSI tions B3, BZ or Uno, as ' BC DL Ail atpl,cabl a open y pi ates dowaching face of tfor stand pool tl ne as i ti on above and on 7.0 PSF DRW CAUSR7175 16235058 • the Joi nt Detail s, I ass noted otherwl se. Refer to tlrawi ngs 160A-Z for s andard pl ate pool tl ons. �i/ /20 6' o) N�I ; I AI pi no, a division of 1 TW Bu;I dl ng componentts Group I Inc sbal I not be ror For bin For any dev;ati on from phi s OREGON BC LL 0.0 PSF drawing, any Nfalb ace to futru the truss I n conformance WI th ANSI/TPI 1, or For hand„ng, sh,pp, CA-ENG GWH/GWH AN ITW COMRgNY I notal I as on b brad ng of trusses. A anal on this Nei Siyg or the d pps Ilatl np, y end yes acwp;encs of profaaany sl u 9/Q V'0•sot 1946 V TOT. LD, 42.0 PSF SEON- 62566 A sew! not l l ty agl al }fr tna deal eg this tlrawi Z1-.174: Bn anown. The awl tabl I I ty arq uaa or rnl a area ror ah ngl n..rl ng 0 6351 Aovana Circle renown'b1 I I ty of the Bul l dl ng Deal gm-per ANSI/rPI 1 See 2. D9 y structure I s tha / J; `u•N Sacramento,CA 95828 For more i nforn tion see this obisge `�/ •• DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi ne;tw.cam: TPI: www.tpl not.or, wTCA:notes sbc l ndustr.and these b slimes: g y` ccsafe.°r Ranwwll302017 SPACING 24.0" JREF- 1VTD7175Z02 IllllIIIll. al e — Q) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--pgRR LUMBER—HI LLSBORO —Wi ndwood I of 2 01 senWoods -- 12867 sw Parkd Top chord 2x4 HF #2 #2 Bot chord 2x4 HF St 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg,psf, wind BC Located anywhere in Webs 2x4 HF #2d/Stud roof, RISK CAT II, EXP B, wind TC DL=6.0 D =4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Right end vertical not exposed to wind pressure. load is 1.50. 1.5X4 III 3X5; 4 4-3-1 0-5-4 1. 5X4 III 4X5(R) III 2X4(A1) 5-6-8 5-8-4 `212 5-11-0 '1 11-5-8 Over 2 Supports J R=656 W=5.5" �I RL=74/-20 R=469 U=7 PLT TYP. I TWBCG Wave Design Cri t: I RC2012/TPI -2007(STD) - PROp FT/RT=2%(0%)/4(0) 16.01. 4. c + ,.PROP .., OR/-/1/-/-/R/- Truss Components of Oregon ((503)357?118 "WARN!NGI w• $Cal e 825 N 4th Ave,Cornelius Old 97113 �i°AND Fouow ALL NOTES ON THIS s DRAINING,xci �y 5"/Ft. "I IFORfNfrw• F:2:SN THIS S DRAWING XB TO ALL eNOJES ON T I XCI.UDI NG THE INSTALLERS. Trusses regui re extreme care I n fabricating, handl i ng, shl ppi ng, Installing and braci / 19876 TC LL 25.0 PSF the latest nal tion of BCSI But!di ng Component Safety I nformati on, by TPI and WBCA) for rmsp to and follow REF R7175- 5332 r. to performing those fundi ons. Installers shall provide temporary brad n safety pracotl ces prior TC DL top chord shall have properly attached structural sheathing and bottom chord eshalI havenaess noted ta �! 1 0.0 PSF DATE 08/22/16 riectdonei I I ng. Locati BtOonssshown for cart permanent lateral rostral nt of webs shall have bract ng o=ral l edattached A ' pply plates to each face of tree and e a d on !� % BC DL 7.0 PSF !/X I 31 1\ I 1 ! the'oi nt Dotal I or unless noted otherwl se. Refer to drawl n 160A- post ti to as=hewn above and e Q /20 6 DRW CAUSR7175 16235059 �� U I \VI I Al pi ne, a dl vl si on o£1 TW Bul 1 di n Comc. nes Z for standard pi ate post tions. drawing, any£allure to build the ttrusspi neconsformancenwi thhal I noel be rsponsi bl a for any devl atl on from this OREGON BC LL 0.0 PSF AN ITh COMPANY Install ati on a bract ng of trusses or for handling, hI ppI ng, CA-ENG GWH/GWH . A seal on till.draw Iq er malar peg.1I at' � 9 `•n.20,+off TOT. LD. 42.0 PSF reapoml DI!!ty sol el y Por the deal gn ahoXn�TheaCal tebI l i t!ntl1 C°Tes of chi errs oT gfar cl art wet 4Q (GS E QN- 62 561 8351 Rovana Circle rospon l bill ty or the Bill I dl ng Deal goer per ANSI/Tpl 1 sac.i,oro use of t l s drer ng for airy structure 1 s tM O I D w•N Sacramento,CA 95828 Far more Information see this b•s ` DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi mei tw.corn; TPI: JO general notes page and these web sites: www.tpi est.org; 1TCA: www.sbc i ndustry.con; ICC: www.iccsafe.org Renata.6190/20t] SPACING 24.0" JREF- 1VTD7175Z02 (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - PG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: Bot chord 2x6 HF St 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bid wind BCg Located anywhere in Webs 2x4 HF Std/Stud#2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, DL=4.2 psf. Special loads Wind loads and reactions based on MFRS. TC- Fromber 71rp1fcat1_2.005 0 PI toate71 p1 faat-17.194 Ri ght end verti cal not exposed to wind pressure. TC- From 36 pl f at 7.94 to 36 pl f at 11.46 In lieu of structural panels use purlins to brace all flat TC w 24" OC. BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 7 plf at 0.00 to 7 plf at 11.46 TC- 806.99 Ib Conc. Load at 7.89 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied BC- 106.99 Ib Conc. Load at 2.00 per IRC-12 section 301.5. BC- 111.39 Ib Conc. Load at 4.00 n BC- 320 Ib Conc. Load at 6.00 Deflectiomeets L/360 live and L/240 total load. Creep increase factor for dead 1. BC- 3009.9.20 I b Conc. Load at 8.00,10.00 I ed i s on m. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 6] W3X5 S 3.25 4X12= 1. 5X4 III T2 a1 4 1-- 2-11-9 3-1-0 I, 0-5-4 {1 11 3X5[6] III 3X5(A1) :.- 4X5= -2-0-0-->1 L. 7-11-4 3-6-4 7-11-4 l'` 3-6-4 L 7-11-4 J, 3-6-4 -I L f 11-5-8 Over 2 Supports R=1194 U=45 W=5.5" R=1479 U=72 PLT TYP. I TWBCG Wave Design Cri t: I RC2012/TPI -2007(STD) , O PRO FT/RT=2%(0°x)/4(0) 16.01. �. 11�1"tAs'd' OR/-/1/-/-/R/- TrussComponentsofOregon (503)357-.°118 **WARN, READ AND TOLLW ALL NOTES ON THIS DRAINING! Seal a =, 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 "'I YPg(iTANT"• FURNISH THIS DRAWING To ALL CONTRACTORS I xcwol rrG THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and Dracing. Refer to and follow 19575 �� TC LL the latest edition of BCSI (Buil din Com /I 25.0 PSF REF R7175- 5336 9 Component I Safety deftempoion, by TRI and WrCS1 for safety practices Prior to performing these functions. ersInstallshall provide temporary bracing par 8051. Unless noted otherwise, TC DL 1 0.0 PSF 6411164 top chord shall have properly attached structural sheath!nand bottom chord shall have /I DATE 08/22/1 rigid ceiling. Loco tl ons shown for permanent lateral rest rd,nt of webs shall have bract ngpi nstallyed per ed - /�FI A tions 83, 87 or B10, a applicable. Apply plates to each face of truss and e a BCon "- BC DL AP ���0 1\ I I I the Joi nt Dotal I s, unl esssnoted otherwi se. Refer to drawl n 160A- pnsi ti to as shown above 7.0 PSF DRW CAUSR7175 16235060 I' I \SII I I AI pi ne, a dl vi sl on of I TW Bui di n Can nes Z for standard plate pnsi ti ons. 0: 2/20 6 tlrawl ng, any fol l urn to build the truss Components neconformance nwl th ANSI/TPI b'rsponsi bee for any devl ati on from this OREGON BC LL 0.0 PSF AN ITh COMPANY i nstal I ate on s brace ng of trusses or for handling, hl ppi ng, •••/ CA-ENG GWH/GWH A Bowl on thin drasolely or rover page listingthis drat p 9 V�n.2o,19eb G TOT. LD. 42.0 PSF SEON- 62569 response bl I I ty sol el y for the design showThe sue tabll�l i to Indicates or this acceptance of rofessl tone net Merl �O •�V 8351 Rosana Circle response bI I I ty of the Elul I di ng Reel eater per ANSI/TPI 1 Seo.2. use of the s tlreat ng for any trtleture I s tha I D Sacramento,CA 95828 For more Information see this ob•s �r DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi net tw.corn; TPI: www t general notes page and these web dies: pi net.ore; WTCA: bcl ndustry. m; I CC. I ccsafe.org Renews El3dyo17 SPACING 24.011 JREF- 1VTD7175Z02 (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - P) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TIED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Webs 2x4 HF Std/Stud roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panel s use purlins to brace all flat TC W 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Right end verti cal not exposed to wind pressure. per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, load is 1.50. CAT II & Pf=21.17 psf. 4X5= 1.5X4111 1. 5X4 4 f- S. 3-7-7 3-9-0 It 0-5-4 q I I .4A +11.1_D , i 2X4(A1)---=- 3X5= 4X5(R) Ill L--2-0-0--->-1 L- 5-2-9 4-8-11 1-6-4 9-11-4 + 1-6-4 L 9-11-4 ,I_ 1-6-4 J I 11-5-8 Over 2 Supports R=681 W=5.5" _ RL=65 R=507 U=5 Design Cri t: I RC2012/TPI -2007(STD) .0 PRO PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01. 0• ;'� FFS Truss Components of Oregon (503)357-2118 '•WARM NGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! ` GI e OR/-/1/-/-/R/- SCale =. 511/Ft. 825 N 4th Ave,of Oregon OR 97113 "I PORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. et 't TC L L 25.0 PSF Trusses require extreme care In Fabricating, handling, snipping, Installing and bracing. Refer to and Follow 1}]$7.5 REF R7175- thelatest etli tint of eCSI (Bel Itlln CTt 5334 g deponent Safety IeFtemptlar, by TPI are WTCA) for safety practices pre or r r TC DL 10.0 PSF to performing these functions. Installers shal I provide temporary bracing per TTC51. Unless noted otherwise, 1 DATE 08/22/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached AO IFJO riegt ocei I ngil LocaO'oons s shown for permanent Iateral estrai lit of Webs shall have bract ng Installed per SCSI J- j / BC DL AI' LJO��1 V I� T. se °r a appl a cabl e. Apply plates to each face of truss and post ti on as shown above and on 7.0 PSF DRW CAUSR7175 16235061 I the °int Oetau s, unl ass rwtetl otherwi se. Refer to drawings 160A-Z for stantlartl plate post tl dna. 0: /20 6 pi na, a tli vi sl on of 1 ea 13°1 I hi rg C.nnponecoon conformance Inc. shat net be rorforl bl a for any deal no.on from thi s OREGON BC LL 0.0 PSF CA—ENG GWH/GWH drawl ng, any Pail ure[o build the truss Pormance wl th AN51/TPI 1, or for M1andlin ScIn AN ITW COMPANY 1 nstal I at on a bract ng of trusses. {N 9, PP 9. . A seal on this drawing or cover page listing this droning, indicates ecce te,oe of professional engineering ��V40.20,10' �� TOT. LD. 42.0 PSF SEAN- 62571 ra l hi I I y of Sns&fell I the design slain. The Sal Bahl l i ty and One of this drawing for any structure Is the -FOLD ,u N 8351 Rovana Circle res i billt ng Desl gner per ANSI/TPI 1 See.2. ILD •.. DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see till s)ob•s general notes ALPINE: www.al pe tel tw.con. TPI: www.tpi list.org: WTCA. wow.sbe i ndus and y °m hese ICC: si tea""'""I ccsafe.org Renews WO/Tp,T SPACING 24.0" JREF- 1VTD7175Z02 (0616032--PARR LUMBER-HI LLSBORO -WI ndwood I of 2 01 senWoods -- 12867 SW Parkdal e - OG) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x64 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Webs 2x4 HF Std/Stud roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psi. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 1.50, per IRC-12 section 301.5. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 4X5= —7 4 4r-- - 1 0-5-4 1---r 0 0-9-1 2 . �_ +13-1-0 3X5= 1.5X4 III 3X5(B2)(R) III 2X4(A1) --2-0-0-- 1< 3-11-4 + 1-11-8 + 2-11-12 I, 3-11-4 1-11-8 j_ 2-11-12 -J r< 8-10-8 Over 2 Supports R=587 U=5 W=5.5" R=351 RL=23/-24 Desi gn Cri t: I RC2012/TPI-2007(STD) .EO PROF,. PLT TYP. I TWBCG Wave FT/RT=2%D(O%D)/4(0) 16.01. 0. S Truss Components of Oregon (503)357-2118wwWARNINGIww READ ANDFOLLOW ALL NOTES ONMIS DRAWING! ... tQ• OR/-/1/-/-/R/- Scale =. 5"/Ft. 825 N4th Ave,Cornelius OR 97113 w•111PORFANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ....%, c� Z TC LL 25.0 PSF REF R7175- 5335 IP Trusses require extreme care In fabricating, handling, shipping, Install l ng and bracing. Refer to and roll ow ��� — the latest edition of BC51 (Building Component Safety I nformati on, by TPI and RICA) for safety practices prior r t TC DL to performing these functions. I nstal I ers shall provide temporary bracing per BCSI. Unless noted otherwise, 10.0 PSF DATE 08/22/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riegitl cel 11 ng. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC51 �- BC DL 7.0 PSF .4 TT �Ol� JrT` s tl ons B3, B7 nr BTO as app!I cab!e. Apply plates to each face pf truss ana pnsl a nn as i hewn abnze and on DRW CAUSR7175 16235062 II J I the Joint Details, unless noted otherwise. Refer to drawl ngs 1,60A-Z Por standard plate post tl ons. �� �ZQ 6 Alpine, a any fell en pf Ibu Id the truss in conformance with ANSI/TPI 1, or for handling, shi ppl ng, AN RTW COMRMIY I nstal I atl on&bract ng of trusses. f•-..— teal on emr:o l Ig o�in:a..°ie IINtlinnW ttillN A t�"""mi�it1ntl>le 1`,:.'o°'`°tl',i:ar wi° 00Ionol •<eglnoon eiNa 91Q���.20,�9� (G� TOT. LD. 42.0 PSF SEAN- 62583 Tmulmn O 8351 Rovana Circle ronp000R bill ty of the 0u1 I di DW Des'toner per ANSI/TIN T s.e.2. OLD . DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nrormati on see this j ob•s general notes page and these web si tes: ALPINE: wwwal pl nei tw.com; TPI: www.tpi nst.erg; WTCA: www,sbci ndustrycons ICC: ,nea i ccsafe.org R.n..w maaw,y SPACING 24.0" J REF- 1 VTD7175Z02 (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - 0) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENS IONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Webs 2x4 HF Std/Stud roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. oad i S 1.50, Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5=-=- -1 4 — 4 �— 3X5 2-0-15 0-5-4 0-9-1 _7_-_ :T.--._ �_ 13-1-0 / 1.5X4 III 3X5(E3) --- 2X4(A1) --- 3X7(E3) III L--2-0-0>InJ Fc 4-11-0 ± 3-11-8 4-11-0 J. 3-11-8 J r 8-10-8 Over 2 Supports R=649 U=4 W=5.5" R=348 RL=27/-29 Design Cri t: I RC2012/TPI -2007(STD) 00 PROP PLT TYP. I TWBCG Wave FT/RT=2%(0°/B)/4(0) 16.01. Truss ComponentsofOre on ((503)357-2118 "WARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! �`' •F�ns�/� OR/-/1/-/-/R/- Scale =. 5 /Ft. — 825 N 41 Ave,Cornelius OR 97113 "I IPDRfANr FURNISH THIS DRAWING To ALL CONTRACTORS I N<LUBI Ne THE INSTALLERS 07�� r Z TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and Follow / REF R7175- the latest edition of BCSI53 36 A (Building Component Safety Information, by TPI and WTCA) for safety practi ces prior TC DL to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted attachede,411164 1 0.0 PSF DATE 08/22/16 top chord shall have properly attached structural sheatM1l ng and bottom chord shall have a properly attached / / sections Ba, B7 or Blo, as applicable. Apply plates to each face of truss and postti on as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16235063 II ! the Jol nt°ental Isis, unless noted otherwise. Refer to drawings 1,6oA-Z for standartl plate positions. Ot /20 6 — I AI pi nen, a di vi,Ion of,TW Bai I dl,�truss I reGroup Inc. shat not be rorpnna,hi a for any devi atl an from thl OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawl ng, any Failure[e build the truss in conformance wl th ANSI/TIN 1, or for handl ing, shi ppl ng, J AN ITW COMPANY 1 nstal I atl on a bract ng of trusses. A seal o tillB drawl q<r<owr P "trill'. / `k.20,1st 'r TOT. LD. 42.0 PSF tY sal el y fain the dea I I RB thheSPal nabs Fi ty:oa asaa aa:LM n df� f'anytfunta n�ll'. �0� i W.Nf(, SEON- 62586 8351 Rosana Circle raspensl bill ty of the Bali di ng One gner per ANSI/TPI 1 Sec.2. FROM BB Sacramento,CA 95828 For more Infarmatl on a this ob•s DUR. FAC. 1. 15 ALPI NE: www.al pi net tw.can; TPI: www.t 1 nst. general notes s page and Y coin web simes'I ccsafe. p org MA: b industr CC Renews NW 2017 SPACI NG 24.0" JREF- 1VTD7175Z02 ( 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood lot 2 Ol senWoods -- 12867 sw Parkdale - RG ) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HE #2 Bot chord 2x6 HE SS 2 COMPLETE TRUSSES REQUI RED 1 2 : Webs 2x4 HF Std/Stud Nai I Schedul e:O.120"x3", mi n. nai I s Special Ioads Top Chord: 1 Row @12.00" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Bot Chord: 2 Rows @ 6.00" o,c. (Each Row) TC- From 71 plf at 0.00 to 71 plf at 3.73 Webs 1 Row @ 4" o.c. TC- From 36 plf at 3.73 to 36 plf at 5.79 Use equal spaci ng dtwplrows and stagger nails i TC- From 71 plf at 5.79 to 71 plf at 7.94 n each row to avoid spli tti ng. BC- From 7 plf at 0.00 to 7 plf at 7.94 120 mph wind, 21.79 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 3.46 I b Conc. Load at 3.68 BC- 134.35 I b Conc. Load at 1.50 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- 48.66 I b Conc. Load at 2.00 DL=4.2 psf. BC- 149.45 I b Conc. Load at 3.50 Wi rad Ioads and reactions based on MWFRS. BC- 106.51 I b Conc. Load at 3.79, 5.79 BC- 1278.97 Ib Conc. Load at 5.50 BC- 679.75 I b Conc. Load at 7.50 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. No No SSIZEE LATERAL CHORD SIZE SHI FT BITE [ 5] W3X5 S 2.75 4X5= 1.5X4 III 4 F- • •-- 1 1 1-6-12 1-8-3 0-5-4 •I -I- J .20-8-12 16 3X5[5] III 4X5= rr 3X5(A1) 3-8-12 3-8-12 'r 4-2-8 4-2-8 'I i. 3-8-12 J, 4-2-8 J I< 7-11-4 Over 2 Supports R=1023 U=78 W=5.5" R=2031 U=171 PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) ED PROF FT/RT=2%(0%)/4(0) 16.01. ,. k� • �s•' : 1 OR/-/1/-/-/R/- - TrussComponentsofOregon (503)357-2118 •'WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! �� �C a�� - Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 "I NPDRTANF** FURNISH BH THIS DRAWING xG TO ALL CONTRACTORS I NOLIIDI NG THE INSTALLERS y TC L L 25.0 PSF Trusses,aqui re extreme care In fabrl call ng, handl Ing, shl ppl ng, InstallIng and bracing. Refer to and follow +�7b the latest edition of BCSI (Hun din Com REF R7175- 5337 g Component Safety Information, by TPI and MBCA)for safety practices prior TC DL to performing Ihese functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 1 0.0 PSF DATE [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �ll/t 08/19/16 rll gid eel l Iraga Locations shown for permanent lateral ,astral rat of webs shall have bracing installed per BCSI 4- / .4 FI PO II 1 s tions B3, BT or B10 as applicable Apply plates to each Pace of truss and position as shown above and on BC DL 7.0 PSF II L he Joint Details, unless noted othewise. Refer to tlrawings 160A-Z Por stantlard plate positions 0` �20 6 DRW CAUSR7175 16232056 I 1 AI pi ne, a di vi si on of 1 TW Bul I dl ng Components Group Inc. steal I not be responsible for any devi ati on free this OREGON BC LL AN ITW drawl ng, any failure to burld the truss In conformance with ANSI/TPI 1, or for handling, shipping, D O PSFCA-ENG COMPANY Installation B bracing of tresses. v CWC/CWC Aresponslb II seal oath!,sol drawl no Tor or con.,page lilting Nds drawing Indirt.s etesptena of professional engineering,. 91Q�^•20.40# (Gy TOT. LD. 42.0 PSF SEAN- 46126 8351 Rovana Circle r®aRansl el I I ty of the Sul l dl no 1 goerdeal on . The wl til 1 i ty and use of thl s drawing for any structure l aW. N�/ perhisJoPI 1 sacra. OL W DUR. FAC. 1. 15 Sacramento,CA 95828 For more nfnrmati on see thl s,°b,=general notes FROM BB ALPINE: snow.al pi nei tw.cow TPI: nuns tpi est.or, WTCA: www,sbc ndustr these web sines: y cons "` Iccsafe erg R.n.a'aesaaao+' SPACI NG 24.0" JREF- 1VTD7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 sw Parkdal e - B Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Special loads (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) 120 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 71 plf at -2.00 to 71 plf at 1.85 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 plf at -2.00 to 4 pif at 7.94 DL=4.2 psf. 1 BC- From7 nI at 0.00 to7 plf at 7.94 BC- 17..996 I b Conc.. Load at 2..00 Wind loads and reactions based on MFRS. BC- 22.88 Ib Conc. Load at 4.00 BC- 79.21 I b Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=100 4 11 _ __21-5-14 4 1-0-10 0-5-4 Y I +20-8-12 2X4(A1)= r -2-0-0 >l< 1-10-3 >J< 6-1-1 =I I< 7-11-4 Over 3 Supports R=326 U=55 W=5.5" R=107 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) QED PRop, FT/RT=2a%B(O%)/4(0) 16.01. I. 6 nS,f :6 OR/-/1/-/-/R/- TrussComponentsofOregon (503)357-2118 ""WARNING!""READ MD Follow ALL NOTES ON THIS DRAWING ��/ •fl , Scale 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••I MPoarART•• PURNI sR THIS s BRAVING NI;TO ALL CONTRACTORS TORS I xct.uD1 Re THE INSTALLERS. 0 Z TC LL 25.0 PSF Trusses regul re extreme care In fabricating, handling, shi ppl ng, I notal Il ng and bract no. Refer to and follow • 19575 9 the latest edition of SCSI (Bui!di n Com t REF R7175- 5338 n g Component Safety Information, by 001 aril AICA) for safety practi ces prior TC DL to performing these functions. Installers shall provide temporary bracing per BC51. Unless noted otherwise,4111164 / 1 0.0 PSF DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 08/19/16 rlegitl ceiling. Locations shown for permanent Iateral restral n<of webs shalI have bracing installed per BCS! �- .4(1 O��NI: tions B3. B7 or B10, es applicable. Apply plates to each face of truss and position as shown above and on BC DL 7.0 PSF L the Jot oetai l s, unless noted otherwl se. Refer to drawl Jogs 160A_z for standard pl ate post ti ons. 0 /20 6 DRW CAUSR7175 16232045 Al pi Joe, a di vi sl on of I TV Sul Id'ng Components Group Inc. shat I not be respond bl a for any devi atl on from<hi s OREGON BC LL drawing, any failure to build the truss In conformance vel th ANSI/TPI 1, or for handling, shi ppl ng, V/ AN ITWCOMR4NY installation 6 bracing of trusses. 0.0 PSF CA-ENG CWC/CWC Aasseal lsl nl i I to drawl nw or Rover page I I at'nW Ml s drawl ng, I Jodi Rates ecce tants of rofessl oral anal neer) 9 v°^•2or 19� 8351 Rovana Circle respond bi I I ty ofy l.1y fy or I the design shows. The Sul tabs II ty and use of this dread ng for any structure I,the •O w ((, TOT. LD. 42.0 PSF SEAN- 45978 ng Dealwner per AISI/TPI 1 See.2. LID •w' DUR. FAC. 1. 15 Sacramento,CA 95828 For more I nformati on see thi= Job,s FROM BB ALPINE: www.al pi Joel tw.can; TPI: www.tpi Jost general rtes page and tease web sues: nrg: 'AICA: .sbd ndustry. om; ICC I ccsafe.org Ranewa elMw2017 SPACING 24.0" JREF- 1VTD7175Z02 ( 0616032--PARR LUMBER-HI LLSBORO -WI ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - B7 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 21.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive DL=4.2 psf. load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 Iive and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. 11 4 r- 22 1-14 R=105 U=11 1-8-10 if l' 0-5-4 .,29 }20-8-12 2X4(Al)= T L--2-0-0 >I< 3-10-3 >ic 4-1-1 7-11-4 Over 3 Supports R=385 U=24 W=5.5" R=111 RL=42 PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) O PROF FT/RT=2%(0%)/4(0) 16.01. r. ., it - FS TY:6 OR/-/l/-/ /R/- TmssComponents of Oregon (503)357-2118 '•WARNING!'•READ AND FOLLOW ALL NOTES ON THIS DRAINING! n Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97 13 I YPORfANt•• FURNISH T 11 s DRAWING To ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. • �G 1 N�`"r 'Ov TC LL Trusses require extreme care In fabricating, handl I ng, shi ppl no, InstalIIno and bracing. Refer to and follow 25.0 PSF REF R7175- the I atest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety1� 53 39 /� to performing these functi properns tache,ersstr shall Provide temporary brad erlyaa tat prl°r �N TC DL 10.0 PSF DATE 08/19/16 top chord shall have properly attached structural sheath'ng and bottom chortleshal BCSI ted iherwi se, rigid ceiling. Locations shown for properly attached ecti ons B3, B7 or B10, a Permanent lateral restraint of webs shall have bracing Instal above per BCSI BC DL A 11 11 )0 A 1 I applicable. e. Y Pl ates to each face of truss and position as shown above antl on �- : 7.0 PSF DRW CAUSR7175 16232034 II L J I`VI I the Joint Details, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate posl tl ons. 1 Al pi ne, a di vi si on of 1 TW Bui!di ng Components Group 1 nc. steal I not be r 0• /20 6 BC LL AN BTW drawl ng, any fol I ore to bol I d the truss I n conformance wi tM1 ANSI/TPI 1, osponsi h1 a for any devi ati on from this 0.0 PSF CA-ENG CWC/CWC COMPANY nstal I ati on&brad ng of trusses. r for handlIng, hl pPl ng. OREGON • AKasal on MI a tlrnrl nB or Cover paps I I atl nB thl s orad11p I ndl otos acoeptarca oT proTaasl Bowl pond bl I I ty sol al y ror Cha deal Bn aha,. Tb.wl 1ab11 I1y ane use or Phi a draw Tor an TOT.LD. 42.0 PSF 8351 Rovaea Circle responal bill By of the Bol I di ng Designer per ANSI/TPI 1 se°,2. nB y:trli�n0ttr"e ianDna rhb t'.. 29.199 SE ON— 45 980 Sacramento,CA 95828 For more information see this jobs general notes page and these web sites: O` W•w DUR. FAC. 1. 15 FROM BB SPACI NG 24.0" JREF- 1VTD7175Z02 ALPINE: www.al pine)tw.toms Tel: www.tpl nst.org; WTCA: waw.six]ndustry.tom; ICC: www.Iccsafe.org Renews 6130/2017 ( 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood lot 2 OlsenWoods -- 12867 Sw Parkdale - B2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Botp chord 2x4 HF #2 120 mph wind, 21.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhDL=4.2re f. roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL4.2 psf. load applied per IRC-12 section 301.5. Wind Ioads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. 11 to 72-9-14 / R=173 U=26 4 1--- 2-4-10 0-5-4 CJI 0-8-12 --r--- 2X4(A1) —2-0-0 >-l< 5-10-3 >i< 2-1-1—� f' 7-11-4 Over 3 Supports R=451 U=27 W=5.5" RL=58 R=117 PLT TYP. Wave Design Cri t: I RC2012/TPJI -2007(STD) , O PROF Truss Components of Oregon 503)357-2118 ..WARNI NGI w•READ AND FOLLOW ALLFNOTESON THIS DRAAINNG! 4(0) 16.01.err`/a y�_- FS TY:6 OR/-/1/-/-/R/- _ 825 N 4th Ave,of Oregon OR 97113 ••I MPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS, (' C1G F�� �Z TC LL �/`I'/ Scal e 5"/Ft Trusses require extreme care in fabricating, handlIng, shipping, Installing and bracing. Refer to and follow25.0 PSF tha latest edits°"of 13051 cRu,Idlo nom 19575 REF R7175- 5340 ,. O ponent Safety deformation, by TPI and 1lBCSI for safety teachers prior TC DL to performing these£unctions. Installers shall provide temporary brad ng per 8051. Deless noted otherwise, %, 1 0.0 PSF DATE toP chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 08/19/16 recti ceiling. Loco tl ons shown for permanent lateral restraint of webs shall have bracing installed per dCo A FI Ol��I se tions 63, O)or Mg, as applicable. Apply plates to each face o£trussandposition as shown above and on �- . BC DL 7.0 PSF L J I the Dedtal I s,:1,1 ass noted otherwi se. Refer to drawl ngs 160A-Z for standard pl ate po=i tI ons 2 C CA-ENG DRW CAUSR7175 16232032 I la dsioIbu Building Componecten Group Inc. shall not be respond bale for any deviation from this Q• /LO V BC LL drawlng, any failure to build the truss in formance with AN51/TPI ,, nr£nr handling, shl 1n OREGON 0.0 PSF CWC/CWC AN ITW COMPANY i nstal I ati on R brad ng of trusses. pp g, tA'espo'l n ml.drawleq or cover pep.Usti eq tMs drool eq. Iedl ores areayranee of retend Orel enpl eeerl v1 0 TOT,LD, 42.0 PSF SEAN- 45982 y eel el y for the deal pn shown. The w1 tebl I I ty and use of thl,dr.wl P for 14 4.20,19- 8351 Rovana Circle 10spond bl I 1 ty of the Bull ding Desi firer per ANSI/TPI 1 See,2. anY strueturo I a"the O Sacramento,CA 95828 For more I nfnrmati on see thi= b,s C 0 W W. N�Ci DUR. FAC. 1. 15 FROM BB - ALPINE: www.al pi nal tw.co, TPI: www.t �o general notes page and these web sites: pi nst.org; .TCA: www.sbci ntlustry.corn; ICC: www.iccsafe.org SPACING 24.0" Re^ d��+7 JREF- 1VTD7175Z02 ( 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 SenWoods -- 12867 Sw Parkdal e - B3 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Botp chord 2x4 HF #2 120 mph wi nd, 22. 16 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Webs 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. d sloads and reactions based on MWFRS with additional C&C member deli gn. Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor for dead load is 1.50. Ri ght end verti cal not exposed to wi nd pressure. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W1.5X4 S 2.25 4X5 III PIO Al 4x-- 3-1-0 It 0-5-4 i CJI —1--- 20-8-12 / 1.5X4[9] III TT 2X4(A1) I<----2-0-0---- 1L I` 7-9-8z k 7-11-4 Over 2 Supports R=517 U=34 W=5.5" RL=74 R=309 U=30 PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 16.01. r, ; •PR�FcS,ITY:21 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-'118 97113 "WARNI NGI`*Rego AND FaCa atC NOTES ON nu s DRAIN xc, S SCa I e 825 N 4th Ave,Cornelius OR ]3 `•I wgmur. FURNI e.TNI S DMD FO TO ALL CONTRACTORS 1 SOLRAI N0 THE,s6TALLERS \ (o i IV _. 5"/Ft. Trusses requl re extreme care In fabricating, handling, she ppl ng, Installing and bracing. Refer to and follow �� /OZ the latest edl ti on of SCSI (8ui dl n C / TC LL 25.0 PSF REF t. t Iers Component Safety Ieftempoiar, by TPIandape WrCS) fPr lesst �9s�s R7175- 534 1 to performing these functions. Installers snail temporary brawl ng safety Prior TC DL fop chord shall have properly attached strwturalpsheathln and bottom chord per,�;;'„aye^ae55 noted tnerwlse. r 10.0 PSF DATE 08/19/16 ri gl d or I i ng. Locati ons shown for g properly attached /p I1 A ctrl ons 83, BT or 810, a r permanent lateral es o each face of of webs shall have bracing installed per d on _ Ail . O 1` 'II i the Joint Petal Is, unlesssnoted'otherwise. Rete tto droawinn fa6OeAof truss and posttite as shown above and on BC DL 7.0 PSF ILI, I \VI 1 AI pi ne, a dl vi si on of I TW Bull dlgs Z for standard p,ate pos,t,ens. c DRW CAU$R7175 16232042 drawl ng, any failure to but l d the'truComponents conformanceroup I nwi thc. hANSI/Tpl b1,roosponsl bl a for any tlevi at1 on from thisKI /20VBC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY Asial I, on R bract ng of trusses. r for handling, hi ppi ng, REGON A seel l bl I j to drewt ng or cover page I I stI eg this drawl eQ I ndl eates accepteece of proraasl Deal engl naari ng4bTOT. LD. 42.0 PSFy solely for the deslpn anDar. The eeltabl it ng ter tott0 SEM- 45984 8351 ROvana Circlereepansl bi I I ty of the Bell dl eg Desl gear rend uaa of Thl s tlraw eery structure I a the •perhljobi ,eneral D W,N� DUR. FAC. 1. 15 Sacramento,CA 95828 Per more I of°n„an on see tai s b,s FROM BB ALPINE: waw,al pi nal tw.can; Tel: www. JO general notes page and these web sites: -tpinst erg; WTCA: www.sbclndustry.tom; ICC: www.iccsafe.org SPACI NG 24.0” Renews mown JREF- 1VTD7175Z02 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senwoods -- 12867 Sw Parkdal e - XG) Top chord 2x4 HF #2 eci S al loads Bot chord 2x4 HF #2 p Webs 2x4 HF Std/Stud (Lumber Dor.Fac.=1.15 / PI ate p.Fac.=1.10) TC- From 0 p fat -22.83 to 71 p fat 0.00 120 mph wind, 22.13 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere InTC- From 2 p fat 0.00 to 2 p fat 11.16 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 'BC- From 2 p f at -0.00 to 4 p f at 3. 5 psf, BC- From 2 p f at 0.00 to 2 p f at 3.115 Wind loads and reactions based on MFRS. BC- From 2 p f at 3.15 to 2 p f at 4.18 BC- From 2 p fat 4.18 to 2 p fat 11.16 BC- 25.06 I b Conc. Load at 2.72 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied BC- 221.40 Ib Conc. Load at 5.55 per IRC-12 section 301.5. BC- 424.42 Ib Conc. Load at 8.38 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Right end vertical not exposed to wind pressure. I oad i s 1.50. 1. 5X4 III 3X5= II 3X5= WO W. 2.83 i-- 3X5= 2-6-10 I mfr N I 0-5-1 JI 21-2-12 -1- 101 _ 3X5= 3X5= 4 20-8-12 5.79 2X4(Al)= 4X5(R) 111 2-9-15 -1 1' 4X5(SRS)(R) % r 3-1-12 I`1_0_7-I- 3-5-6 >k3-6-6 3-1-12 1-0-7 6-11-12 "-1 ' 11-1-15 Over 2 Supports R=649 U=56 W=7.778" R=447 U=24 Desi gn Cri t: I RC2012/TPI-2007(STD) • PR•RF PLT TYP. ITWBCG Wave FT/RT=2%(O%)/4(0) 16.01. 00 S OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503))357-2118 `•wARNI NGI•••READ AND Tal_ow ALL NOTES ON rw s DRAM xc' W�� t'O 825N4thAve,CorneliusOK97113 "IgpoRrANT•• rvwlsxTN'satAgxgroaLbegprBACTaBs'NCLuoINeTxeIraruLr=Rns. d TC LL 25.0 PSF REF R7175- 5342 Trusses require extreme care In fabrlcaling, handling, shipping, Installley and bracing. Refer to and follow 19515 _ the latest egition of Bcsl (Building component safety Information, by TPI and WTCA) for safety practices prior r TC DL 10.0 0 PSF DATE 08/22/16 t• to performing these fundi ons. Installers shall provide temporary bracing per°CSI. Unless noted otherwl se, - top chord shall have properly attached structural Sheathing and bottom chord shall have a properly attached /t rl al d cei I I ng. Luton ons shown for permanent lateral estrai ret of webs shat 1 have bract ng I nstal I ed per°CSI N BC DL 7.0 PSF DRW CAUSR7175 16235073 ecti ons B3, 87 or B10, as I I cabl e. AFI '�I,-��1�N I ; s aPP Apply pl ales to each face of truss and post tion as shown above antl on II LLIIIJ [he Jol ret petails, unless noted otherwl se. Refer to tlrawi ngs 160A-Z for standard plate posl tl ons. O:/ /�l0 6/ i AI pi ne, a di vi s,on of I Tw eui I di ry Components Group i nc. shal, not be responsi b,a for any devl ati on from this G BC LL 0.0 PSF CA-ENG GWH/GWH drawl ng, any fol 1 cera to bul 1 d the truss I n conformance w1 th ANSI/TPI 1, or for handl I ng, shI ppi ng, ^ OREGON AN ITwCOMPANe Y InstalIationbracing of trusses, Y, ./ TOT. LD. 42.0 PSF HON- 62666 A seal on this drawl rep or cover paps I I stl rep thl s drawl rep I edi cotes acceptance of professi onal engl newt 'V v�A,20t 19. ie esports'bi l l ty solely fbr the des'gn shoat. The su,tabl l I ty and use of thls drawl ng for any structure Isnthe 8351 Rovana Circle responsl b'I I ty of the But I di rep Des!goer per ANSI/TPI 1 Seo,2. 0L D w.%0' DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thi s j ob•s general notes page antl these web sI tee: ALPI NE: www.a,pi eel tw.con; TPI: mew.tpinet.erg: WA, www.sbcindustry.com; ICC; www.Iccsafe.org SPACI NG 24.0" J REF- 1 VTD7 1 75202 Renawa 080/2017 (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - X) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bottom chord checked for 10.00 psf non-concurrent bottom chord live load a lied roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=4.2 psf. per ImCcho12 dechicn 301.5.forpP Wind loads and reactions based on MWFRS with additional C&C member design. n Truss designed for unbalanced Ioad using 0.50/1.00 windward/leeward factors. Doflecsiomeets L/360 live and L/240 total load. Creep increase factor for dead lead onm. 4r— 21-5-11 _L R=9 Rw=16 U=16 1-0-10 0-5-4 i—" —1-- 4 20-8-12 R=16 Rw=18 U=8 2X4(A1) L--2-0-0-->-1 1-10-3 Over 3 Supports R=337 U=49 W=5.5" RL=27 PLT TYP. I TWBCG Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 16.01. 0• .i I PR�FF Truss Components of Oregon (503)357-1118 **WARM NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING, G'N S� OR/-/1/-/-/R/- SCaI e =, 5"/Ft. 825 N4th Ave,Cornelius 01297113 ••IMPORTANT••• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. nn ,J TC LL 25.0 PSF Trusses requl re extreme care In Pabri ca[i ng, handl ing, shl ppl ng, installing and bracing. Refer to and follow E.O-r OY the latest edltlon of BCSI ��� REF R7175— 5343 (BulIdl ng Component Safety Information, by TPI and WTCA) for safety Practices Prl or _ to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, TC DL 1 0.0 PSF DATE 08/22/1 6 [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / ri gl d cel I ng. Locatl ons shown for t ecti ons B3, . or a10, a permanent lateral restral nt of webs shall have bracing Installed per BCSI BC DL A 11 Lo��N I •• _ =appl i cabl e. Apply pl ates to each face of truss and posl tion as shown above and on /S 7.0 PSF DRW CAUSR7175 16235064 I , the Joint Detal ls, unless noted otherwise. Refer to tlrawings 1,6n0A-Z for standartl plate positrons. I AI PI ne, a tli vi sl on of I TW Bul I tli ng ComponenGroup Inc. star I not be respons,m e Por any demi au on frnm mi O: /20 6 BC LL 0.0 PSF AN ITW COM drawl ng, any fai I ure to Dui I d the truss i n conformance wi tM1 ANSI/TPI 1, or for handling, shl ppl ng, OREGON CA—ENG GWH/GWH COMPANY Installation&brad ng of trusses. walla nlERIB drawl ng or cover page Iinting thi.draw Ihelcatea .. v TOT. LD. 42.0 PSF SEON 14497 REV b sol el y for the eesl gh shoAn. The sur tabl l i t KCeRtenCe oT proTessl a1.1 .lql nserl h0 �q,,lot 1 - 8351 Rovana Circle rasponsl blllty of the aurlelrp Designer Y ane uta of this tlrewl ng for any structuro 1a tM R per ANslrtpl 'see,z. OLD W,0 OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see thi s)ob.s general notes ALPI NE: www.al pi nei tw.com; TN: www.tpi nst.erg; WTCA: wow, page and i core web sues: b�intl�strY "" tape nrg SPACI NG 24.0" JREF— 1VTD7175Z02 Renews 0/30/2017 (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- 12867 sw Parkdale - X1) Top chord 2x4 HF #2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. #2 Bot chord 2x4 HF St 120 mph wind, 21.47 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Webs 2x4 HF #2d/Stud roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent JT PLATE Deflection meets L/360 live and L/240 total load. Creep increase factor for dead LATERAL CHORD load is 1.50. No SIZE SHIFT BITE [11] W3X3 S 1.75 1. 5X4 III 3X5 • 1 1 4 r_— '�� 1-2-10 1 ___L__ 1 1'`I 21-z-12 1-8-10 0-5-4oioioi 3X3[11] _� 20-8-12 -- 3X3----- 2X4 X3= -� 2X4(A1)= 1. 5X4 III Lc----2-0-0-->•I 2-11-8 "`IO^11-I 2-11-8 E-3-10-3 Over 2 Supports R=367 U=31 W=5.5" RL=42 R=111 U=8 PLT TYP. ITWBCG Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0°%)/4(0) 16.01. rte:® - -•FF Truss Components of Oregon (503)357-2118 "WARN!NM*•READ AND FOLLOW ALL NOTES ON-nos DRAWING! OR/-/1/-/_/R/_ 825 N 4th Ave,Cornelius OR 97113 I IooRTANr•• F NGI sN TNI s DRAn NO to ALL CONTRACTORS Trus roquere extreme care in farm call ng, handling, shl eno, ,fet Ir6LUDInO braTHE INSTALLERS. �{:.'aG NFA •ice =. . the latest edl tion of rce, (But l dl ComponentaP o I nstal l ng and bract ng. Refer t°and fol 1 ow A TC LL 25.0 Y ca a5"/Ft Safety Infnrm tiPSF REF R7175- 5344 to performs ng these f BCCI ons. I nstal I ors shat , by TPI and'MCA) for safety prac[ol ccs pre or 19575 op chord=hal I have provide temporary bracing per alI e apr ,er,y ttachi e, f. TC DL 10.0 PSF DATE properly attached structural heathing and bottom chord shall have a properly attached 08/22/16 - rigid cell Ing, or ons shown for permanent lateral restralnt of webs shall have bracing installed per BCS! A tions B3. BT B1O, a applicable. Apply plates to each Face of truss and position as shown above and o /' BC DL DRW-JI Q)0 ` III ; the Joint Petal I s, I esssnotetl othe wl se. Refer to drawl n 160A- 7.0 PSF CAUSR7175 ILI, I \SII Al pi ne, a dl vi sl on of I TW Bui di g� for standard plate pnsl<I°ns. t 6 16235065 drawl ng, any far I ure to bus I d I dl eg Comps nents Group I nc.wn thhAI I notbebel reosponsl bl a for any devi ate on from this O•/2/2O BC LL AN Irw conAcwrrr I"swan I ata on 5 brace ng of wru�ses r for handling, hl 0.0 PSF CA-ENG GWH/GWH pp'"g. OREGON de :,I eI i i iy's°pi�i yDr°R�T�a�°I 11,11,1n.. tn^',s„°I�I 1 tI ntlI eats teres of professi enol *trill. �✓ TOT. LD. 42.0 PSF 8351 Rovana Circle respart I a I I<,.of the,Rn AI ng Designer y antl use e':` I dFaWl I>a roF any,t„ 9,p •n.To,+ss° HON-- 62592 Sacramento,CA 95R28 Per ANSI TPI 1 See.3, O * ALPINE: For flmore Informateon a the=)ob.s general notes page and these web se<es: L� W DUR. FAC. 1. 15 FROM BB a pe nee tw.com; TPI: www.tpi nst.org; WTCA: MM.sbci ndustry.com; ICC: www.I ccsafe.org Rr.rw Wgry yµ7 SPACING 24.0” JREF- 1VTD7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.(0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - X2) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 21.81 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=4.2 psf. Webs 2x4 HF Std/Stud :W1 2x4 HF #2: chord live load applied Wind loads and reacti ons based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom per IRC-12 section 301.5. n o Doflecsimeets L/360 live and L/240 total load. Creep increase factor for dead ed i s 1.50. 1.5X4 III i 3X5 4 1--- 1-10-10 0 I 2-4-10 �' �J V 0-5-4 ' : � 21-2-12 C 3X5(R) III2D_s-12 3X3-- 2X4 X3=2X4(A1)= 1.5X4 III L--2-0-0-->J2-11-8 L 2-10-11 2-11-8 2-10-11 p 2-11-8 —I— 2-10-11 q 5-10-3 Over 2 Supports R=436 U=30 W=5.5" R=212 U=19 RL=58 PLT TYP. ITWBCG Wave Design Crit: I RC2012/TPI -2007(STD) ® FT/RT=2%(O%)/4(0) 16.01. ,d 13111/ _•FtsS OR/-/1/-/-/R/- TrussComponents of Oregon (503)357-2118 ••WARNINGI••READ AND FOLLOW ALL taws ON THIS DRAM Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••t IWORrANr•• FURNI SN TNI s DRAM NG TO A« NOTEScroRs t RcLupl THE t RSTa<,Ro._ 67 Trusses regal re extreme care in fabricating, handl Ing, shl ppl ng, install Ing and bract ng. Refer to and roil ow �`0 �G'�ee� O-4 TC LL 25.0 PSF REF R7175- 5345 the latest edition of eCSI (Build,og Component Safety Information, by TPI and WTCA) for safety prune;des pr,or 19675 T. to performing these funct,ons. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, TC DL 1 0.0 PSF ,,,,41111111611/4, top chord shall have properly attached structural sheathing and bottom chord shall have an properly attached �' DATE 08/22/16 rigid cel ling. Locations shown for permanent lateral restraint of webs shall have bract nq installed per eCSI _ Ail PON: 0���� : s tions 83, 87 or B10, as applicable Apply plates to each face of truss and position as shown above and on / BC DL 7.0 PSF he J°I nt Batal s, unl est n tea erne wi se. Refer rn drawl n 160A- allik DRW CAUSR7175 16235066 i tAI pi, ne, a di vl sl on..„,, of I TW_a: I di Com 95 Z for standard pl ate posi ti ons, I drawl ng, any(allure to build then?russpineconformancenwl th„ANSI/TN 61 ror rpfori hla for ant ipping,on frnm r„; 0: 2/20 6 BC LL 0.0 PSF CA-ENG GWH/GWH AN iTW COMPANY I nstal I at,on R bract ng of trusses for hand,,ng, „,pp,ng, OREGON A asst on thlB drewnp or Cover papa IIetIeg tills d wisnpp IntlleeteB ea�lanes oT�rofesslDeal •egln.erinp wed TOT. LD. 42.0 PSF SEON- 62594 reapensl blllt tit Tor the desl ge shoed. The wltebl IIt nd u v 8351 Rovana Circle respon l bill ty or the But 1 al ng Deal y+ ss or thl s tlrewl f ar,y strtleture I s the ��•49,19. peer per ANSI/TR 1 Sec.2. 14 4^. W W.N DUR. FAC. 1. 15 Sacramento,CA 95828 For more,nformatl on see thl s ob._ �' FROM BB ALPINE: www.al pi net tw.cm; TPI, www.tpi nst.or 9e WTCA:owlets page and these web slaves: g: bcindp�try.c ICC: Iccsafe.prg SPACING 24.0” JREF- 1VTD7175ZO2 a..,«.,.warrant (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 sw Parkdal e - X3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 22.16 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Webs 2x4 HF Std/Stud :W1 2x4 HF #2: roof, RISK CAT 11, EXP B, wi nd TC DL=6.0 psf, wind BC DL=4.22 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Wind loads and reactions based on MWFRS with additional C&C member design. per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor for dead load is 1.50. 1. 5X4 III 4 1--- r 3X5 2-7-0 011liJ 21-2-12 0-5-4 i 1111i 3X5(R) III 20-s-12 3X5= 2X4(A1)= 3X4 III —2-0-0- ->•1 2-11-8 J� 4-11-12 �II 4-11-12 2-11-8 I ' 4-11-12 7-11-4 Over 2 Supports R=517 U=33 W=5.5" R=309 U=29 RL=74 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. I TWBCG Wave FT/RT=2%(0%)/4(0) 16.01. •• 8'i e'Flc Truss Components of Oregon (503)357-2118 '"WARNINGIw•READ AND FOLLOW ALL NOTES ONTHISDRAIN NG! S OR/-/1/-/-/R/- Scale =. 5"/Ft. — 825 N4thAve,Cornelius OR 97113 '•IMPORTANT'• FIRNISN TRIS DRAM NG To ALL CONTRACTORS INCwONG TRE INSTALLERS. ��� �G�NFF �O/ TC LL 25.0 PSF REF R7175- 5346 rn Trusses requl re extreme care In fabrl catl ng, handl Ing, shipping, Installing and bracing. Refer to and fol lOw Y thelatest edi RI on of SCSI (Bui I di ng Component Safety I eformati n, by TPI and 11TCA) for safety practi ces prl or 19678• 7' TC DL to performing these functions. Installers shall provl de temporary bracing per BCBI. Unless noted otherwise. �" 10.0 PSF DATE 08/22/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 1 rigid ceiling. locations shown For permanent lateral restraint of webs shall have bracing installed per ocsl BC DL r, LII] n s [Ions H3. B]or Bt p, as aoppli cabl e. gpply plates to each face of truss and post<l on as shown above and on '- 7.0 PSF DRW CAUSR7175 16235067 II L J I the Join[Detai,:on, unless n tetl otherwise. Refer to drawings 160.-2 Por stands rtl plate post tl ons. I AI pl ne, a tli vi of I TW Bul I do, ng Components Group,nc. Sha,, not be respond bl a for any defy anti n from thl s 0: 2/20 6 BC LL 0.0 PSF CA-ENG GWH/GWH d r a w l'gI ati n, any fa bra.ng ofui l d the truss I n conformance wl th ANSI/TPI 1, or for nodi;ng, shI ppi ng, OREGON AN ITW COMPANY A AA.' on this drnrinp Rr eowr ,peps Ilstl,g this tlronInp Indleetes.Dc tents eT refeselonei v TOT. LD. 42.0 PSF SEAN- 62596 responel bI I I ty solely fbr the deal Rn sheen. The sat tml I i ty end us.of thl s drawl np for any strveets-.i n th. .14 V'n.20.494b G 83$1 RoyanACfrc]a reepenslblllty or the Bull ding Deal goer per ANsItrel 1 See.2, 01. W 0 DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more;nformat;on see thi s i ob.s general notes page and these web sI tes: • ALPINE: www.alpineitw.com; TP1: Www.tpinst.org, WTCA: www.sbclndustry.cam; ICC: www.1ccsafe.org SPACING 24.0" J REF- 1 VTD7 1 75202 Drumm.1110111'X4] ( 0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- 12867 sw Parkdale - E ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Special loads 120 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- Fromber 71rplfcatl_2.005 0 toate71Dur.faat=11.85 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wi nd BC BC- From 4 pl f at -2.00 to 4 pl f at 0.00 DL=4.2 psf. BC- From 7 pl f at 0.00 to 7 pl f at 7.94 Wind Ioads and reactions based on !MFRS. BC- 17.96 Ib Conc. Load at 2.00 BC- 22.88 I b Conc. Load at 4.00 BC- 79.21 Ib Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I tad i s 1.50. R=-25 Rw=3 4 1— @ +21-5-14 1 0-5-4 —� 1-0-10 20-8-12 _L 2X4(A1)= T —2-0-0 ›-Ic 1-10-3- 1-1-5J< 4-11-12 :I k 7-11-4 Over 4 Supports >I R=305 U=56 W=5.5" R=176 W=5.5" R=73 PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) ,EOPROA Truss Com FT/RT=2%(0%)/4(0) 16.Ol. 1 Components 5032357-2118 ••WARNINGI••REMAND FatoRALL NOTES ONTHIS DRAWING! •' 3�,i,.'»sti; :2 OR/-/1/-/-/R/- Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••I RPORTANT•• FURNISH THISDRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. Trusses regulre extreme care In fabrl Carl ng, handling, shl ��76 �Q� TC LL the latest edition of SCSI (BuiIdin Componentaping, by Tel and bracing. Refer etorect' and follow 25.0 PSF REF R7175- 9 Safety Ieformation, by TPI and 1tSCA) for safety practices prior to performing these functions. installers shall 5347 top chord shall have provide temporary tom ng per SCSI Unless noted attached /r TC DL 1 0.0 PSF DATE 08/19/16 rigid ceiling. LocatPonserM1atown fofhed structural heaihl ng and bottom chord shall have a properly attached Ail ec[i ons B3, BJ or B10, a permanent lateral rostral nt of webs shall have bract ng Installed per ScsI �S j (It'I Aapplicable. Apply plates to each face of truss and position as shown above and o BC DL 7.0 PSF A I' I O'` III ' the Joint Beta'I s, unl esssnoted otherwi se. Refer to drawl nes 160A-Z for standard pl ate post ti ons. n i 20 6 DRW CAU$R71 75 16232057 IU, I \VI I Al pi ne, a di v1 sl on of I TW Elul I di ng Components Group Inc. shat I not be responsi b1 a for any devi atl on from thl s /! AN ITW drawl ng, any fab urn to but I tl the truss I n conformance wl th ANSI/TPI 1, or For handl ng, shb psi ng, OREGON BC LL 0.0 PSF COMPANY nstal I ati on a brant ng of trps=ey v CA ENG CWC/CWC Baal on MIs Drawlnp or cover papa IIstl •9jQ`/0.20,19 HG SEAN- 45990 pony)bi l l ty eel sly for the deet . 'hi a drawl np 1 nal dens of till o dr of repealy S np TOT. LD. 42.0 PSF 8351 Rovana Circle b-esporryl bill ty of the Bal 1 dl rip 00,1 l= 7ha sul tabl I I ty erg use of thl s drawl rp pr airy str =u` i s tM poet per ANSI/TRI 1 Sec.2. 11�` , ,•/ Sacramento,CA 95828 For more 1nformatb ons •' DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi net tw.nom; TPI: ,t tis job's general notes page and these web sites: pb nst.org; WTCA: www.sbct ndustry.coin: ICC: www.I ccsafe.org Renews N8d2pt7 SPACING 24.0" JREF- 1VTD7175Z02 ( 0616032--PARR LUMBER—HI LLSBORO —Windwood lot 2 Ol senwoods -- 12867 Sw Parkdale — El THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 21,47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=4.2 psf. load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. 11 �j22-1-14 4 �_ R=89 U=16 Y 1 It 1-8I-10 li 0-5-4 � }20-8-12 2X4(A1)= rr L---2-0-0---- ---2-6-0----- -1-5-11I� >lc 3-11-9 :-.I l 7-11-4 Over 4 Supports R=349 U=41 W=5.5" R=73 RL=42 R=178 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) ,EOPROA- PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .A .. %A' Truss Components of Oregon ((503))357-2118 *`WARNINGI**READ AND FOLLOAALL NOTES ONTHIS DRAWING! NG` F� • .2 OR/-/1/ /-/R/- Scale =. 5"/Ft. _ 825N4th Ave,Cornelius OR97113 "IMPORTANT" FURNISH nus BRAYING To ALL CNMACToas INCLUDING 111E INSTALLERS. 19575 Z TC LL 25.0 PSF REF R7175- 5348 Trusses require extreme care In fabricating, handling, 0hFo 1pping, I nstal l I ng and brad ng. Refer to and llow the latest edition of BCSI (Building Component Safety 1nformati on, by Tel and'MCA) for safety practices prior TC DL T. to pchoorml ng these av Fpncpl ons tache stners char I prod de temporary tome,hg derail a ep=noted y attach,se, /, 10.0 PSF DATE 08/19/16 ,041111 top erfor shall have property attached structural rovide to antl bottom chord shall have a properly other.s rlegitl ceding Locations shown for permanent lateral restraint of webs shall have bracing installed per Oct! �- -x. BC DL 7.0 0 PSF .4 n O�� I tions B3, eT or 810, as appl Icable. Apply plates to each face of truss and pesitlnn as shown above and on c DRW CAUSR7175 16232051 II L I the Jol nt Details, unless noted otherwise. Refer to drawl nos 160A-2 for standard plate post ti ons. 0' <�20 V I Alpine, a division of ITV Building Components Group Inc. shalI not be responsible for any devlallon from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC AN RW drawl ng, any fat I ure to but 1 d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, chi poi ng, COMPANY I octal I ati on R bracing of trusses. A seal en this drewnp or wear peps Usti luta erawl09 lfglwtes sea teres of professional anpinssrinp 9 V•A•20,190 G TOT. LD, 42.0 PSF SEON- 45992 reseal sl bi 1 I ty solely fur the deal pe ehewn, The sal tart I 1 ty and use of tnl s drat ng for any sttvetero I s the "-OLD W*0V 8351 Rococo Circle reepensi bill ty of the Building Designer per ANSI/Tel t Seo.3. DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see tel s I ob•s general notes page and these web si les: Renew.eraGrzo,7 SPACING 24.0" J RE F- 1 VTD7175Z02 ALPI NE: www.al p1 net tw.conic TPI: w .tpi nst.org: WTCA: www.sbci ndustry.coni; ICC: www.i ccsafe.org ow. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 Ol senWoods -- 12867 Sw Parkdal e - E2 Top chord 2x4 HF #2 Botp chord 2x4 HF #2 120 mph wind, 21.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhDL=4.2re f. roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL4.2 psf. load applied per IRC-12 section 301.5. Wind Ioads and reactions based on MWFRS with additional C&C member Deflection meets L/360 Iive and L/240 total Ioad. Creep increase desi gn. factor for dead Ioad is 1.50. �i 2-9-14 / R=157 U=27 4 1-'- 2-4-10 0-5-4 —1---- -0)-20-8-12 2X4(A1)-- L--2-0-0 ,i< 2-6-0 3-5-11 >l< 1-11-9--->1 7-11-4 Over 4 Supports R=378 U=39 W=5.5" RL=58 R=192 W=5.5" R=72 PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) O PRO pt/4(0) 16.01.�` �A ���t•�F�`r L 1 :2 OR/-/1/-/-/R/- (503)357-1118 ••WARNINGI*•READ ANDFOLLONALLNDTESIyITHISDRAl11NG! Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••I IFDRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care I n fabrl cat!ng, handling, shl ppi ng, installing and bracing. Refer to and fol 1 ow ��76 �� LL the latest edition of BCSI r TC 25.0 PSF REF R7175- ,t (Ru,Idi ng Component Safety I nformati on, by TPI and WTCA) £Or safety5349 to performing these functions. Installers shall provide temporary bracln ted ooices prior TC DL t'p chord shall have proper!y attached structural sheathing and bottom chordoshalI'have"aess erly ttachede, /.. 10.0 PSF DATE 08/19/16 r gitl cel ling. Locations shown for permanent lateral restral nt of properly attached 'I �� II , sA1tions B3, BJ or B10, as applicable. A I webs shall have bracing installed per BCo �- BC DL .4 o I he_hal nt Detal c s, unl ess noted otherwi seep Refer tto drawl nh face truss and post tion as shown above and on 7.0 PSF DRW CAUSR7175 16232049 pine, a di vi Si on of I TTY Bui!di gs Z for standard plate post tl ons, 0: , /20 6 drawl ng, any fol 1 ure to bui I d the truss neconnformance"wl th ANSI/TPI 6e 1,ror'for bl e for any handl I ng, shdevi nti on from this OREGON BC LL 0.0 PSF AN ITW COMPANY Installation A bracing of trusses. pp g, CA-ENG CWC/CWC • 1,-'.1""d sae) on Pt; tlreel np �/ reons)billty tel tICOV,e°af„gn;'nag,;,',, 71l'esSept'eDl[Ity'N'and�a°°:gof til,, tgfo;,' 2, trin tna IA&.14.20.10% G'y TOT. LD. 42.0 PSF SEAN- 45994 8351 Rovana Circle espefsl bl I I ty of the Bel I dl ng Designer per ANSI/Tel 1 See.2. O I , Sacramento,CA 95828 For more I nfarmatl on see thl s ob.s ` W•N DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi mei tw.tom; TPI: www.t I general nates page and these web sues: pi nst.aro; nTCA: bei ndustry. ICC: Iensure.org Renews 680/2017 SPACING 24.0" JREF- 1VTD7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- 12867 sw Parkdale - E3 ) Top chord 2x4 HF #2 120 mph wind, 22.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind I oads and reacti ons based on MWFRS wi th additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Ri ght end verti cal not exposed to wi nd pressure. factor for dead Ioad is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [10] W1.5X4 S 2.25 2X4 Ill 4 f 3-1-0 I/ 0-5-4 :::ll1-e1111 CJI 0-8-12 ►i i. 1. 5X4 DO] III 2X4(A1) Lc-2-0-0 >Lc 2-6-0I>< 5-5-4 >I 7-9-8 1"12 1.1 I< 7-11-4 Over 3 Supports R=392 U=36 W=5.5" R=247 U=29 RL=74 R=209 U=2 W=5.5" PLT TYP. Wave Design Cri t: IRT/RT/2(O%TPI 0/04 (STD) 16.01. I• 0PROFo`�'o : 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Miss Components of Oregon (503)357-2118 ...WARM NGI•• �9 READ AND FOLLOW ALL NOTES ON THI S DRAINNG! a 46 Etc ' 825 N 4th Ave,Cornelius OR 97113 wTC LL 25.0 PSF IoarANr•• ruRNISN Txls wunNG To ALL CONTRACTORS IxcLwlxc THE IxsrALLBns. 19575 Z REF R7175- 5350 Trusses reynlre extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fellow 7 the Iatest edition of BGSI (Building Component safety Information, by TPI and WTCA)for safety practice=prier %, TC DL 10.0 PSF DATE 08/19/16 to Perfermi ng these functions. Installers shall Provl de temporary bract ng Per BCSI. Unless noted otherwl se, top chord shall have properly attached structural sheath'ng and bottom chord shall have a properly attached rigid cei I i ng. Locati ons shown for permanent I sterol restrai nt of webs shat I have bract ng i nstal I ed per BCSI IANP ./ BC DL 7.0 PSF DRW CAUSR7175 16232055 ,4 �� , sect' B3, BJ or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on 0• /20 6 the nt Details, unless noted otherwise. Refer to drawl nes 160A-Z for standard pl ate post ti ons L BC LL 0.0 PSF CA-ENG CWC/CWC I Al PI ne, a dl vl sl on of I TW Bui I dI ng Components Group Inc. shat I not be responsible for any devi ati on from this OREGON J draw'ng, any fol'pre to bui 1 d the truss I n conformance wl th ANSI/TPI 1, or for handling, shl ppi ng, f ye TOT. LD. 42.0 PSF SEON 45996 AN ITW COMPANY I nstal I ati on n bran ng of trusses. ng, acceptance 9 A,yp•10 respons bill ty soot elygor cover for the desol page Ihown. thl Thesdrawl sul tab!l I ty and use of this drawing for any structure Isnthe 8351 RovannCircle responslbi l l ty of the Boll ding Desi ,or per ANSI/TPI 1 Sec.2. ALO W•N DUR. FAC. 1. 15 FROM BB • Sacramento,CA 95828 For more I nformat'on see thi s 1 ob•s general notes page and these web SI tes: ALPINE: www.al pi mel tw.cony TPI: w9AY,tpl nst.erg; WTCA: wwy sbci ndustry.com; ICC. www.I ccsafe.org Renew,.0/30/2017 SPACING 24.0" J RE F- 1 VTD7175Z02 (0616032—PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senwoods -- 12867 sw Parkdal e - G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bottom chord checked for 10.00 psf non-concurrent bottom chord live load a lied roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=4.2 psf. per ImCcho section 301.5.forpP Wind loads and reactions based on MWFRS with additional C&C member design. n Truss designed for unbalanced load using 0.50/1.00 windward/leeward factors. Doflecsiomeets L/360 live and L/240 total load. Creep increase factor for dead lead onm. 4 p"— " ,.8-10-4 1 It R=10 Rw=13 U=15 0-5-4 1-0-10 =ME ' +8-1-2 _�__ 2X4(A1)E---- Y L---2-0-0-->i 1-10-3 Over 3 Supports I` :I R=343 U=31 W=5.5" RL=21 R=8 Rw=15 U=15 PLT TYP. I TWBCG Wave Design Cri t: I RC2012/TPIp/ -2007(STD) ftp PROpt FT/RT=2/0(0%)/4(0) 16.01. •. *. F Its OR/-/1/-/-/R/- Truss Components of Oregon (503)357-2118 **WARN'NGI*•READ AND Foil, ALL NOTES ON THIS DRAWING! �� t �� Seale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 "I lroarA+r.w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 2 5.0 PSF Trusses regul re extreme care i n fabri call ng, handl I ng, shl ppi ng, I nstal I I ng and bract ng. Refer to and fol 1 ow 19lS76 Z the latest on of BCBI 9 REF R7175- 5351 (Bail a,ng Component Safety Information, by TPI are VRCSI for safety Practices prior r to performing these functions. Instal ars shall provide temporary bracing per BCsi. Unless noted otherwise. TC DL 1 0.0 PSF DATE 08/22/1 6 /41111114 top chord shall have properly attached structural sM1eathl ng and bottom chord shall have /r ri gid cel l i ng. Locati ons shown for a properly attached BC ecti ons 03, BT or 810, a permanent lateral restraint of webs shall have bracing tailed per SCSI �- BC DL .4 11 l Ol� 'I s appl l cable Apply plates to each face of truss and post tion as shown above and on 7.0 PSF DRW CAUSR7175 16235068 L I`VI I the Joint Details, unless noted otherwl se. Refer to drawings 160A-Z for standartl plate posl tl ons. Qi �z0 6 i Alpine, a division of ITN Bulltli g truss reGroup Inc shall not be responsible for any deviation from this BC LL AN Irw drawl ng, any fal I ure to bul I tl the truss n conformance With ANSI/TPI 1, or for handling, shi i ng, 0 OREGON 0.0 PSF CA-ENG GWH/GWH COMPANY instau au on A bracing of trusses. PP A.s mlaOn tills drawl np or cover page Ilstlnp this draNlq IndIcotes a e.pt.te.of prate alanal .091nserl �A veil•20,10 G'f TOT. LD. 42.0 PSF SEAN- 14499 REV 8351 Aovana Circle respond bl I 1 y vel el y for the deal pn shown. The vel tebl I i ty end use of tills drew ng foranystructure 1 a the V Ty of the Rulldle des' Designer per AsuI 1 Ser.z. OL0 W.N DUR. FAC. 1. 15 Sacramento,CA 95828 For more i nfnrmati on see the s J ob.s general notes FROM BB ALPI NE: www.al pi net tw.tom; TPI: w..w t w�vw Page and these web si tet: pi nst.erg; wTCA: .sbcindastry.con; ICC; www.Icesafe.org Renew.613m2O17 SPACI NG 24.0" JREF- 1VTD7175Z02 ( 061 6032--PARR LUMBER-HI LLSBORO -Wi ndwood lot 2 OlsenWoods -- 12867 sw Parkdale - G1 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. I oad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. R=-45 Rw=17 U=31 4 r— 1 8-8-11 0-5-4 _ 0-11-4 JINIIIIIIIE ( R=8 Rw=14 U=12 _0_8-1-2 2X4(A1) L---2-0-0—eJ 1-6-0 Over 3 Supgorts 1 R=349 U=34 W=5.5" RL=20 PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) .EO PROS FT/RT=2%(0%)/4(0) 16.01. o� S,i'Y:9 OR/-/1/-/-/R/- TrussComponentsofOregon ((503)357-2118 "WARN!NGI•* <�► .,r-'��'Jl� Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 . READ AND FIxLW ALL NOTES ON mu s omit No a nn ,•,MPDRTANr• FIAWI SN THIS ORM NG TO ALL=TRACTORS I NCLUDI NG THE INSTALLERS. `' ` 0 TC LL Trusses requl re extreme care I n fabrt cats ng, handling, sht ppl ng, natal i ng and bract ng. Refer to and fol I ow 19675 • 25.0 PSF the latest edition of BCSI (Building Component Safety Informatlon, byTPI ,' REF R7175- 5352 to performing these functions. InstalIers shall and BCSI for lcoo t tedcothes prior TC DL top chord shall have Pshe;te temporaryntbom hg per all eta pr ores attached , 1 0.0 PSF DATE 08/19/16 properly attached structural heaths ng and bottom chord shall have a properly attached rigid cell i ng. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI .4(7 O�� II , s tions B3, B7 or 8,0, as applicable. Apply plates to each face of truss and position as shown above and on /- .4°'' BC DL 7.0 PSF II L the nt Detan s, unless noted otherwl se. Refer to drawings 1601,-z for standard plate positions. DRW CAUSR7175 16232061 I , AI pl ne, a tli vi si on of I TW But I tli rg components Group Inc, shat I not be r 0�2 /20 6 AN ITW tlrawt ng, any fab I act to but d the tress I n nnnfnrrnaned wt th ANSI iTPI , ospnnst bb a for ons de,,at;ne from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC COMPANY d natal ata on x bract ng of trusses. r for handling, hl pet ng, AnnMl en Min dreeleg or cover papa Ilstleg MIs orgWirig, ImdiBetaa aces tans of profassleMi slglnMrllq Ve vJ TOT. LD. 42.0 PSF pee,,billmy solely fpr the tle ige ahpNn. 1111 caltebll lty end nae er thic drew! for an '4/iQ 0.20.1SEON— 1497 REV 8351 Rosana Circle respansl bl 11 LY of the&111 al ng Resigner per ANSI/TPI 1 See.]. Y structure I s the Sacramento,CA 95828 For more I nfermatl on see this ob•s O�� W• DUR. FAC. 1. 15 FROM BB ALPINE: www.alpine;tw.com; TPI:e 3 general notes page and these web st tea: wwee tpi est.ore; WTCA: www,sbc;ndustry.corn: ICC: www.t ocsafe.ore Renews W30/2017 SPAC I NG 24.0" JREF- 1VTD7175Z02 ( 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - D ) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Special loads 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- Fromber 71rplfcat1-25000 toate71 plfaat 11.85 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wi nd BC BC- From 4 pl f at -2.00 to 4 pl f at 3.94 DL=4.2 psf. 1 BC- From 14 nl f at 0. to14 pl f at 3.94 BC- 17..96 I b Conc. Load att 2..00 Wi nd loads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. ar-- R=12 +13-10-2 0-5-4 1-710 +13-1-0 2X4(A1) L-2-0-0 >i< 1-10-3 >l< 2-1-1 I-E3-11-4 Over 3 Supports R=344 U=24 W=5.5" R=52 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) `EO PROF FT/RT=2%(O°%)/4(0) 16.01. . Fs. Truss Components of Oregon (503)3572118 "WARN'NGT••READ AND FOLLOW ALL NOTES ON THI �A n ?j :2 OR/-/1/-/-/R/- Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 •'I I&DRTANt•• FURNI SH THIS DRAW'NG To ALL CONTRACTORS I NCLRDI NG THE I NSTALLERS. C • Trusses requi re extreme care i n fabri cat;ng, handl I ng, sh; i n I nstal I I .p� TC LL 25.0 PSF the latest edi tion of SCSI (Bol l di ng Component Safety I nforeoti on, by TPI and AICA)rfor nsafety t to and follow 19675 REF R71078� 5353 to performing these functions. Installers shalI provide temporary bracin o ted dices pr;or TC DL 1 0.0 PSF DATE top chord shall have properly attached structural sheathing and bottom chordeshalslhavenaess noted therwise, 1 9/1 6 iegitl ceiling- Loocatl ons shown for permanent lateral rest rai ni of we properly attached A FI �01� II s tions 63, BT B10, as applicable. q I webs shall have bract ng shotalled per BCS' �- BC DL Jthe nt I)etai I s, onl ess noted otherwi se p Refer drawl ne faceoftruss and post tion as shown above and on 7.0 PSF DRW CAUSR7175 16232063 I Al Pi ne, a di vi si on of I TW Bui I dl 9s Z for standard pl ate post tl ons. 0: /20 6 drawing, any fa;lure to builtl the"trussPlneconformarpicenc.withhal not AN51/TPlbl,ror�f'o1rihandlinganshdPPin9ion from th;s OREGON BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY ;natal I ata on R bract ng of trusses. A seal en till;drawleg or Cover papa Ilstl • yl� � TOT. LD. 42.0 PSF SEON- 45998 respansl a I I ty sol el y Por the seal en alloan. tTheeSal i ni l tl nal cotes of thu s lde o�profess)dost Copt nserl nW � A,20,19 8351 Rovana Circle respansl bill ty or the But I a1 ng Deal goer per ANSI/TAI 1 Sac 2. Tar a arae rq Por airy structure I s the OL A i Sacramento,CA 95828 For more information see ` W• DUR. FAC. 1. 15 FROM BB ALPINE: www,alp,nei tw.can; TP,: wow.t=1s job's general notes page and these web sl tea: p;nst.ore; MICA: www.sbci ndustry.corn; ICC: www.I ccsafe.org Renews yW0/2017 SPAC I NG 24.0" JREF- 1VTD7175Z02 ( THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senwoods -- 12867 Sw Parkdal e - D1 Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT I1, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IRC-12 section 301.5. Wind loads and reacti ons based on MWFRS wi th additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1. 5X4 III 4 _� 1-9-0 0-5-4 ..13-1-0 111 II 1. 5X4111 2X4(A1) —2-0-0� 3-9-8 -71 1"12 FE3-11-4 Over 2 Supports - R=370 U=10 W=5.5" RL=33 R=116 PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) .,gD PROF FT/RT=2%(0%)/4(0) 16.01. r. Fa FS,i Y:2 OR/-/1/-/-/R/-(503)357-1118 TIARMNGI••BEA,AND 217,AtU NOTES oN TnIS DNAWIxc! _ Scale =. 5"/Ft. 825N4thAve,ofOrusOR97113 •'1MpoRTANr•• EDRNIsxTREADMID TO ALLCONTRACT0a5INC111DINDTHEINSTA ERS y TC LL 25.0 PSF Trusses require extreme care In fabrlcating, handling, shipping, InstalIIng and bracing. Refer to and follow X76 REF the latest eanion of SCSI (ewlmn c9 R7175- 5354 g Iers ant Safety Information, by TPI and WTCA) for safety practices prior t TC DL to performing these functions Installers shall provide temporary tom ng per alai. unless prey otherwise. �, 1 0.0 PSF DATE 08/19/16 top chord shall have properly attached structural sheath!ng and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI • BC DL A EI II O N I i ons 8D BT or H1o, as appnoted I cabl e. e. Y PI ates to drawl nes face of truss and post ti to as shown above and on /- 7.0 PSF DRW CAUSR7175 16232062 it L J I the Joint Details, unless nofetl otherwise. Refer es drawings face for stand rdpo plate positions. �ZO dAawl ne, a di vision of I TV aui dl ng truss I neGroup 1 nc. shat not he rorfori hl a for any devi atl on from till s ORE(3UN BC LL 0.0 PSF CA—ENG CWC/CWC g, any Failure to build the truss in conformance with ANSI/TN 1, or for handling, shi pp!ng, AN ITW COMPANY instal 1 as on s bract ng of trusses. Aesseal on MIs drawing or ewer page Plating thin drawing Indlutss acceptance of professional elgi nenrI no 9,Q •,20,16 G TOT. LD. 42.0 PSF SEON- 46000 pansi hi I 1 ty sol el y for the design shone. The Sul Leel II ty and use of thl s drawing for any strueturo Is Lha O 8351 Rovana Circle7.0PSF DRW Cof the But I di ng Designer per MINI/TPI 1 See.2. Sacramento,CA 95828 For more Informatl on s e this b•s w.01' DUR. FAC. 1. 15 FROM BB ALPI NE: www,al pi nei tw.COM; TPI: www.tpl nst.org general www notes page and these web altos- =°`Industry.` , ICC Iccsafe org RenewsN9U/2M7 SPACI NG 24.0" JREF- 1VTD7175Z02 ( 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - C ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Special loads 120 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- Fromber 71rplfcat1-25000 toate71Dur.faat 11.185 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wi nd BC BC- From 4 pl f at -2.00 to 4 pl f at 0.00 DL=4.2 psf. BC- From 14 pl f at 0.00 to 14 pl f at 3.73 BC- 17.96 I b Conc. Load at 2.00 Wi nd loads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total Ioad. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. a r--- fr +21-5-14R=9 0-5-4 1-0-10 4 J 20-8-12 fr 2X4(A1) L---2-0-0 >Ic 1-10-3 >J< 1-10-9---J I. 3-8-12 Over 3 Supports IR=343 U=47 W=5.5" R=49 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) 00 PROpS FT/RT=2°/D(0%)/4(0) 16.01. ez, + v No Truss Components of Oregon (503)357-2118 ...WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��'�� '-,�: 1 OR/-/1/-/-/R/- SCaIe 5"/Ft. 825 N4ihAve,Cornelius OR 97113 ••INPORTAN*•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THER E INSTALLS. 19575 •Q TC LL 25.0 PSF Trusses require extreme=are in fabricating, handling, shi In .Installing a.bracino. Refer[o and follow REF R7175- 5355 the latest edition of BC51 (Building Component Safety Information, b TPI .... to performing these functions. Installers shallprovide t r and wTCSI for lesstn tedcoo hceser is, TC DL top chord shall have properly attached structural psheathinge and abotttomcchordashalI have proper! ttachede, / 10.0 PSF DATE 08/19/16 id gid cei I I ng. Locatl ons shown for properly attached ecti ons B3, B7 orPermanent lateral restraeachl nt o webs shall have bracing Installed per o , BC DL .411 I Ol�_ I p810, as aopplicable Apply plates to each face of truss and position as shown above and on 7.0 PSF DRW CAUSR7175 16232047 I I L J I`V1 I he Jol nt Detal I s, unl ass n tetl othe wl se. Refer to tlrawl ngs 160A-Z for standard pl ate post tl ons 0: /20 6 — I AI Rite, a division of ITW Building Componecotn Group Inc. shall not be responsible for any deviation from this OREGON BC LL AN ITW COM drawl ng, any fab ure to bub 1 d the truss In formanne IA th ANSI/WI ,, or Por handl ng,"Li ppl 0.0 PSF CA-ENG CWC/CWC COMPANY i neral l atl on w bract ng of trusses. ng, . A seal on title drowllq or cover ppo listing this drewnp Il,dlutes e�ceytena of prole eIONI a II,»rl 9iQ "•20,a90 V TOT. LD. 42.0 PSF SEAN- 45986 reaponel bl I 1 Ty wl el y Tor the deal gn ehnwn. The cul ea,I i ty and al of thl a drawl np for: etnlciura I el'o. O W.N 8351 Roma Cvcle reeponel6111 ty of the Bondi no Deet goer per ANSI/TPI 1 Sec.2. L D W Sacramento,CA 95828 For more Infurmati on see this obis -w OUR. FAC. 1. 15 FROM BB ALPINE: www.al pi nab tw.co, TPI:a general notes page and these web sites: www.tpl net.erg: wTCA: waw.sbci ndustry.cow ICC: www.b ccsafe.ore Rel 61l012IIt7 SPACING 24.0" JREF- 1VTD7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, ( 0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- 12867 sw Parkdale - C1 ) Top chord 2x4 HF #2 120 mph wind, 21.45 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. desi gn. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad i s 1.50. 1. 5X4 III 1 1 1 IH 1-8-3 0--5-41 O-- 1111 +20-8-12 1. 5X4 III 2X4(A1) -2-0-0- ->-1 3-6-0 2 12 'I"I 3-8-12 Over 2 Supports R=361 U=32 W=5.5" RL=41 R=107 U=8 Desi gn Cri t: I RC2012/TPI -2007(STD) op PROp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 60 6 r. , `-,2, :2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI ww READ AND FOLLOW ALL NOTES ON TNI s DRAM Ns! �� • 825N4thAve,CorneliusOR97113 "I r " +I�HTMISpuwIN�Tgwu�I+TRAcroRSlxcLwlrleTNelNsruLEas. 19578 �Q TC LL 25.0 PSF REF R7175- 5356 Trusses requl re extreme care In fabri call ng, handl Ing, shl ppl ng, Installing and bracing. Refer to and follow • the latest edition of BCSI (Building Component safety Information, by TPI and wTCA) for safety practices prior TC DL 10.0 PSF DATE 08/19/16 n to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, / top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached '- rlgitl cell ng. Locations shown for permanent,ateral restraint of webs aha„ have bract ng InatalIed per Bos BC DL 7.0 PSF DRW CAUSR7175 16232043 rl 11 O�� II spit)ons B3. BJ or 810, as applicable. Apply plates to each face of truss and posi LI on as shown above and on Q: /20 6 II`I L the Joint Betal ls, unless noted otherwise. Refer to drawl ngs 1b0A-Z for standard plate positions. drapi ne, a division of ITV Building Components Group Inc. shall net be responsible for any deviatlon from tills OREGON BC LL 0.0 PSF CA-ENG CWC/CWC g, any fat lure to build the truss In conformance vel Ms ANSI/TPI 1, or for handl ung, shi ppl ng, AN ITW COMPANY I nstawvoi n ati a,A braol ng of tresses. I4'on.20,19# *♦ TOT. LD. 42.0 PSF SEAN- 45988 A seal on this drawl ng or Cover page I Intl ng thin drawl ng, I ntll rites tante of protocol onal engl Merl O responsl bh I 1 ty sol el y for the design shawl. The eel tab!I 1 ty and use of I s drawl rig for any structure I stM `0 W w N 8351 Rovana Circle responel bill ty of the 801 h al ng Desi g er per ANSI/WI 1 Sec.2. DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see thl s j ob•s general notes page and these web si tea; ALPINE: www.al pi nei tw.can; TPI; www.tpl nst.org; sTCA: www.sbci ndustry.mm; ICC: www.l ccsafe.org Nen...013&2017 SPACI NG 24.0" JREF- 1 VTD7175Z02 (0616032--PARR LUMBER-HI LLSBORO -Windwood Iot 2 OlsenWoods -- 12867 sw Parkdale - SCE) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF St 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bedg Located anywhere in Webs 2x4 HF Std/Stud#2 roof, RISK CAT II, EXP B, wind TC DL=6.D psf, wind BC Truss designed to support 1-0-0 top chord outlookers and cladding load not to DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member design. exceed hed5.0PSF one face and 24.0" span opposite face. Top chord must not be cut or eedc5e0. Bottom chord checked for 10.00 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. psf non-concurrent bottom chord live load applied load i s 1.50. 1. 5X4 III • 1 1-3-1 0-5-4 r--� 'H 11-1-0 V affiniminji 2X4(A1) 1. 5X4 III ---2-0-0—J --2-3-12—iz 2-5-8 Over Conti nuous Support I- I R=167 PLF U=82 PLF W=2-5-8 RL=34 PLF PLT TYP. I TWBCG Wave Design Cri t: I RC2012/TPI-2007(STD) rG0 PRO/ FT/RT=2%(0%)/4(0) 16.01. s,� ,� cs+ Truss Components of Oregon ((503)357-2118 "WARNI NGI"READ AND FOLLOW ALL NOTES ON nus DRAWING! Ay r� 6, OR/-/1/-/-/R/_ 825N4t Ave,Cornelius OR97113 "IMPORTANT`• FURNISH THIS DRAWING T°ALL CONTRACTORS INCLUDINGTHE INSTALLERS, ISCaIa =, 5"/Ft. Trusses require extreme'72, in fabricating, hantlling, shipping, Installlrg and bracing. Refer to and follow 19875 TC LL 25.0 PSF REF the latest edition of 6051 Ore l de l' Component Safety Informate on, by TPI and 1LTCq)for safet R7175- 5357 T. to performing these functions. Installers shatI provide temporary bracin n ted cocas prior TC DL ,411164 top chord shall have properly attached structural sheathing and bottom chordeshalI havenaess ted ttachese, / 1 0.0 PSF DATE 08/22/16 riegitl ceiling. Locations shown for permanent lateral restraint of webs shall have bract properly attached / r tions 63, . or 810, a appi forlp. anent plates to each face of truss and ng instalIIed per BUST / ' BC DL A Lo)�N r the Jon 7:2:3, B l s, unl, asnotetl cabl e.l se. Refer es drawl n ace o position shown above and n 0: /20 6 7.0 PSF DRW CAUSR7175 16235069 I Alpinesion of ITN Bulldi Com gs for standard plate positions. drawing, any failure To ruled the ntrusspineconformance nwltM1 AN51/TPlbr rsponsible for ane deviation from tars OREGON BC LL AN RTW COMPANY I natal I ati on A brace ng of trusses. or for handling, hl Dpi ng, O.0 PSF CA-ENG GWH/GWH A sppoollgl on I his so l ng or tcover 1 page I I stl ng till s ravel � I ndl cats.acceptance of gforprofessl oMl ng 9/Q V0�'20.109�� TOT. LD. 42.0 PSF 62580 8351 Rovana Circle Pond bl I I ty of the Sul l ell ng Des! show. The scar Tabl 1.ty2 and use of the s drawing for any structure is the QSEON-- re. hear Per ANSI/TPI 1 See.Y. C 0 IW. Sacramento,CA 95828 For more Information a this DUR. FAC. 1. 15 FROM BB ALPINE: www al pi net tw.even, TPI.a job's general notes page and these web sites: www.tel net.erg; wTCA: www.abet ndustry.nom: I CC: www.I ecsafe.erg Renews&sazp+7 SPACING 24.0" JREF- 1VTD7175Z02 (0616032--PARR LUMBER-HI LLSBORO -WI ndwood I of 2 01 senWoods -- 12867 SW Parkdal e - S) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF St 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Webs 2x4 HF Std/Stud#2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Wind loads and reactions based on MWFRS with additional C&C member design. per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1. 5X4 HI II si 1 1-3-1 0-5-4 r--� I �J 44_11-1-o V 1. 5X4 HI 2X4(A1) -2-0-0-->i 1-c--2-3-12—I1 2 2-5-8 Over 2 Supports "1 R=336 U=21 W=5.5" RL=24 R=38 U=7 PLT TYP. I TWBCG Wave Design Cri t: I RC2012/TPI -2007 o 007(STD) , O PRO p .16.01. r• .e y FSS Truss Components of Oregon (503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! (1 OR/-/1/-/-/R/- Seal e =. 5"/Ft. 825 N 4th Ave,Cornelius 012 97113 'v WHOM/if" FURNISH THIS DRAWING To ALL CONTRACTORS I NCLIOI Ne THE INSTALLERS. G N E .. >p TC L L Trusses regui re extreme care I n fabrl call ng, handl I ng, shi ppl ng, I nstal I I ng and braci ng. Refer to and fol lowCI Z 25.0 P the latest edi RI on of BCSI (Bui l di n can19575 REF R7175— 5358 g shall Safety de temporary by TPI and%TCA) fOr safety practices prior TC DL to performs ng these functions. ersInstallsM1all prowltle temporary bract ng per BCSI. Unless noted otherwise, %N 1 D.0 PSF DATE p .111164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 00/22/1 6 rlegid ceiling. Local;ons shown for permanent lateral rostral nt of webs shall have bracing installed KSI _ ,4 FI O`� II ons 83, B)or Bt as aopplicable Apply plates to each face of trussandposition as shown above on BC DL 7.0 PSF L J n the'ol nt oetai I s, nnl es:noted°therwl se. Refer to drawl n 160A- - DRW CAUSR7175 16235070 I t Al pi ne, a di vl sl on of I TW Bui di Comc. gs Z Zrfor standard plate post tions. 0. 2/20 6 _ drawl ng, any tai Ipre to busId the trussI necoonfoorr'mance w1 th ANSI/TPI b1,rorpforl handl I ng, shdevi nti on from th;c BC LL 0.0 PSF CA-ENG GWH/GWH AN Irw COMPANY i"stat I all on&bract ng of trusses pp g, OREGON anal on MIs drew np or cover papa Iiatl MIs draw Inde utas sec rano of prorsaal oral 0 0 "� TOT. LD. 42.0 PSF venal bl I I ty tit y ror the deal gn ohoat,'The cul tabs I l t c th SotI nsarl Iq '9 in.20.199 G S EQN— 62 577 8351 Rovana Circle respond m I I ty or the Dol I di ng pest prier per ANSI/Tpl 1 Ste.2.aro u s or t I s craw rip ror any structure I s the Sacramento,CA 95828 For more I nformkati on see thi o ob.s D D vv. Nv DUR. FAC. 1. 15 FROM BB 1 general notes page and these web sl res: ALPINE: mem.alpineitw.corn; TPI: vww.tpinst.org; %TCA: www.sbcintlustry.com: ICC: www.iccsafe org SPACI NG Renews 918012017 24.0" JREF- 1VTD7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616032—PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - A Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive DL=4.2 psf. load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase desi gn. factor for dead Ioad is 1.50. R=-13 Rw=16 U=17 4 r— _i_ @ 1-5-14 0-5-4io=Ia. " 1-0-10 4_ _.. • 2Rw=19 2 =0 R Rw=19 U=7 2X4(A1) L--2-0-0 .1-< 1-10-3- z*9 1-11-4 Over 3 Supports R=337 U=48 W=5.5" RL=27 PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01. r• .: O PROFFs ; Y: 12 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-2118 **WARNINGI•*READ MD FOLLOW ALL NOTES ON THIS DRAINING! Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••I NPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. ERS. � �G 1 N F � �Oy TC L L 25.0 PSF Trusses require extreme care In fabrl catl no, handl Ing, shipping, Installing and bracing, Refer to and follow ., REF R7175- the latest edition of SCSI (Building Component Safety Information, by Tel and WTCA)for safety ��� 5 359 /-\ n to pchordming I these(prop rly tache structural shal proal de temporarytoacin rlycaaitas prior % TC DL 1 0.0 PSF DATE op chord shall have properly attached structural sheathing and bttom chorder SCSIhavenaens noted the..,,se. 08/19/16 ri gitl telling. Locations shown for properly attached sections Ba, S)or 810, as applicableermanent lateral restraint of webs shall have bracing installed per evsi BC DL All Pl N I Apply plates to elan face of truss and position as shaven above antl on / 7.0 PSF DRW CAUSR7175 16232038 the,-/,noel nt Details, unless noted o[herwl se. Refer to tlrawl ngs 160A-Z Por standard plate post tl ons. I AI pi ne, a dl vl si on of I TW Bui I di rg Components Group Inc. steal I n°t be r 0 /20 6 BC LL drawl ng, any failure to build the truss I n conformance wi th ANSI/TPI 1, or handl l ng, shdev'ng, on from this OREGON 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY I reran at on x bract ng of trusses pp g, Kss.l 1'1;.P1,; n tela drawing or°°yr peW I CR109 t"'•OfeW np 'OOIeat•,ate•ot•n°e of rofessipeal a IONrI "� "i,,,20.104%4_v TOT. LD. 42.0 PSF SEAN- 45968 al bl 11 ty solely for tM deal gn shoan. TM sal tool 11 Ty and use°f this drawi ng f°r arty stroctture I s he R 8351 Rovana Circle responsl bill ty of the Sul I di ng Desi goer per ANSI/TPI 1 set.2. 0(0 W•NDU R. FAC. 1. 15 Sacramento,CA 95828 For more I nformatl°n see this 3 ob•s general notes pa FROM BB ALPINE: www.al pi neitw.cot; TPI: www.tpi nst.org: WTCA: www.sbciodustry tom; I C.siwww. es.i ccsafe. org Renews d9d2017 SPACING 24.0" JREF- 1VTD7175Z02 ( 0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OI senWoods -- 12867 Sw Parkdale - Al THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhDL=4.2re f. roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL4.2 psf. Ioad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total Ioad. Creep increase desi gn. factor for dead Ioad is 1.50. R=90 U=8 11 +12-6-2 4 1---- 1-8-10 0-5-4 � .....„ �_ 11-1-0 R=23 Rw=23 U=8 2X4(A1) —2-0-0 >IIl< 1-11-4 >L 2-0-7--->i I 3-10-3 Over 3 Supports R=360 U=20 W=5.5" RL=32 PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) • O PROP FT/RT=2%(0%)/4(0) 16.01. •• a. r FS tTY:7 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-2118 "WARN!NGI^READ AND FOLLOW ALL NOTES ON THIS DRAWING! Sca I e =. 5"/Ft. 825 N 4th Components e,Cornelius OR 97113 '•IIIPORTANr•• FURNISH THI5 DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. I� �G�NF�� /OZ TC LL 25.0 PSF Trusses require extreme care In fabricating, handl Ing, sill poi ng, installing and bracing. Refer to and follow V REF R7175- the latest edition of BCS! (Building Component Safety Information, by TPI and WnCA) for safety196765360 v to performs ng these fund;ons. Instep era sisal I prod de temporarybraci n Ordeal hes Ori or , N TC DL 10.0 PSF DATE ,411164 lop chord shall have properly attached structural sheathing and bttom chord shalllhavenaess noted thetw;se, 08/19/16 rl gltl ceiling. Locations shown for properly attached .4 ii MINI; secptlons B3, B7 or B10, as permanent lateral restraint of webs shall have bracing shown I edabove per attached BC DL l the i pito:nr acral s, unl ess%%fetli cabl e i se l Refer drawl o face 160A_f trusand I tI on as shoos above and on // 7.0 PSF DRW CAUSR7175 16232037 � AI i e, a di vl:is., of I TW cul I tli Com nos Z for standard pi ate Roel tl ons. 0: /20 6 _ drawl ng, any fall ure to bulltl[hentrussPineconformancenwl thaANSI/TPI be rosponsiblefor ass deviation free this G BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMp4NY i Octal I ati on B bracing of trusses. r For handl ng, M1I ppl ng, OREGON A seal on this drawing or cover page I!sting this drawing Indicates acceptance of professional engineering "i v TOT. LD. 42.0 PSF SEAN- 45970 — respensl bl I I ty sol el y for the deal gn shorn. The cul tebi I 1 ty and use of title drawl n g for any structure I she 9iQo^ 20,+1� 8351 Rovana Circle rssponsl bill ty of the Bid I di ng Desi goer per AIM/WI 1 See.2. Sacramento,CA 95828 For more i nformat;on see thi s ob.s • W.N DUR. FAC. 1. 15 FROM BB ALPINE: www,al pi nes tw.cost TPI, ) general notes page and these web sues: www.tpi net org; WrCA: bci ntlustry.c ICC. .iccsafe.org SPACING 24.0" J REF— 1 VTD7 1 75202 Renews 6/80,2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. ( 0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- 12867 Sw Parkdale - A2 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=4.2 psf. load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. R=157 U=13 A +13-2-2 i 4 �— 2-4-10 0-5-4 iME R=79 U=3 11-1-0 2X4(A1) L-2-0-0 >i< 1-11-4 >l< 4-0-7 I I< 5-10-3 Over 3 Supports R=375 U=17 W=5.5" RL=43 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=28/8(0%)/4(0) 16.01. •. ®'j �'F S+S TY:7 OR/-/1/-/-/R/- Scale5"/Ft. - Truss Components of Oregon (503)357-2118 '•WARNI NGI•'READ AND FOLLOW ALL NOTES ON THi s DRAM NG! � =. 825N4ponent Cornelius OR 97113 n•1NPORTANT•• FlATNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. \y 101N SOA TC LL 25.0 PSF REF R7175- 5361 Trusses regul re extreme care In fabrl eating, handl ing, shi ppl ng, Instal I ing and bracing. Refer to and follow Y the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 19676 7 TC DL 10.0 PSF DATE 08/19/16 to performing these runt)ons. installers shall provide temporary bracing per BCSI. Unless noted otherwl se. r r top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached r rigid cel I I ng. Locati ons shown for permanent I ateral restral nt of webs shall have bracing installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16232036 ,4 `� TS sections Bs. 07 or 810, as applicable. Apply plates to each face of truss and position as shown above and on /- % — II �OJ I the Jol nt Petal l s, unless noted otherwise. Refer to drawings 1608-Z for standard plate post ti ons. I AI pi ne, a dl vl si on of I TW Bui I dl ng Components Group Inc. shat I not be respons'bl a for any devi atl on from thl s 0: /20 6 BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fal I ure to bui I d the truss I n conformance with ANSI/TPI 1, or for handling, shi ppi ng, OREGON AN ITW COMPANY i nstal I at on A brae'ng of trusses. VW v TOT. LD. 42.0 PSF . A seal on this drawl ng or cover psis IIsting this drawl ng, Iedlcotes acceptance or professional englmewl np ///,�,,IN. 9" SEQN- 45972 respansl bill ty solely for the deal gn slag., The Sul tabi I1 �ty end use or this drawl ng for any structure Is the 20 19t 8351 Rovana Circle rneponsib"'ty or the IWnaing Denigiter per ANsI/TPI 1 see.z. Q`0 w•N DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see thi s)olf s general notes page and these web sl res: ALPI NE: www.al pi mei tea.mom; TPI; www.tpi net.ori; WIC, www.sbci ntlustry.mom; ICC www.i ccsafe ori SPDC I NG 24.0" J RE F- 1 VTD7175202 lamina I11tnione2 f ( 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood lot 2 Ol senwoods -- 12867 Sw Parkdale - A3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 21.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. I oad applied per IRC-12 sect,on 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total Ioad. Creep increase desi gn. factor for dead load is 1.50. 4 r— R=112 U=19 11 +22-1-14 Tr 1 0-5-4 `i��l' 1-8-10 2X4(A1) R=55 U=50-8-12 I I�1-11-4 >< 2-0-7--moi FE 3-10-3 Over 3 Supports IR=134 U=3 RL=28 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(06/6)/4(0) 16.01. .. ®S° .-%0TY: 1 OR/-/1/-/-/R/- Truss Components Of Oregon .(503)357-2118 "WARN!NGI""READ AND FOLLOW ALL NDTES ON THIS S DRAWING,NG, Sl.a I e 825 N 4th Ave,Cornelius(] 97113 "I NPDRTANT.. FURNI SH THIS s ORM NG TO ALL CONTRACTORS G� G I N E' 5 ' Trusses regulre extreme care In fabricating, handling, shi IInsta'Ing and THE ing. Refer. L� 'OZ TC DLLL the latest edition of SCSI PP ng, ng and bracing. Refer to and follow `� 25.0 PSF REF R71 T. (Bul l dl ng Component l prow I nformstl on, by TPI and'MCA) for secs practl hes Pri or 19575 5362 toto performing these functions. Installers shall prowl de temporary bracing per BCS/. Unless noted otherwise, C g)dhordl ingl I LocatFonserhownt£orhed structural sheath)ng and bottom Uoi:shall have a properly attached 10.0 PSF DATE 08/19/16 recfl ons 03, 07 or 810, assapplicabl eper'�nelt lateral restraint of webs shall have bracing Installed All./ BC DL ApP y plates to each face of truss andeea don 7.0 PSF ,I 0,11I I I 1 me Jni nt pets,1 s, unl ass n...7., other.,s¢. Refer to drawl nss t60A-z for st Pnsi ti on as shown above and //- % DRW CAUSR7175 16232054 ILI, I \SII I AI pl ne, a di vi sl on of I TW tli Can andartl plate poli[I ons. c ng,drawiany failure to build the'gtrusspineconformancenwitsnra„ rrbe responsible for ass deviat,on from this 0 /20 6 BC LL 0.0 PSF AN ITW COMPANY I rawl l on&i l ari ng of i Idsths. or for handling, hi ppi ng, OREGON CA-ENG CWC/CWC A MHO on tM s drool iig or eowr pegs I I stl n9 this drool e I edi eats acceptance of profess,0001 -1 l v TOT. LD. 42.0 PSF ra�ponsl el I ty sol el ya for the deal gn shone. The NOl tab)of ty and use of tel s draw ng for any structure s'�10e 9� P.2e.t9Y- SROM- 45974 8351 Rowasa Circle ty f the Rol I m ng gall pier per ANSI/rpt 1 sec.2. /Sj Sacramento,CA 95828 For more information see thi s ob•s OL D W W. DUR. FAC. 1. 15 FROM BB ALP!NE: www.al pi nei tw.can; TPI: www,tpi ns[. 9e B.rCA; ate s Page and these web slimes: or9 bci ndus[ry.c ICG .iccsafe.org SPACI NG 24.0" JREF- 1VTD7175Z02 Rr.rw RIAN'M1l ( 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 Sw Parkdal e - A4 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 22.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=4.2 psf. Ioad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. 4 �— @ 2-9-14 R=4-72U=29 2-4-10 0-5-4 �mine -1-- [I2t 26 U=18 ,t11 20-8-12 2X4(A1�= L-1-11-4 >1.< 4-0-7 :I l 5-10-3 Over 3 Supports R=149 RL=43 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2°/D(0%)/4(0) 16.01. ® RF •TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. _ Truss Components of Oregon (503)357-'118 **WARNI NGI**READ AND FOLLOW ALL NOTES ON TI-II s DRAM NG! ,�`5 0G 1 N F� 825 N 4th Ave,Cornelius OR 97113 "I IroRrANr" FURNISH sN T111 s DRAM xD TO ALL CONTRACTORS I Ne,l..l xc THE I NsrALLEas. ,%0�/ TC LL 25.0 PSF Trusses regal re extreme care In fabricating, handl log, sill ppi ng, Installing and bract ng, Refer to and follow /� the latest poltinn of BGGI cBalldln GnmREF R7175- 5363 r• g psnsht l Safety Ieftempoiar by TPI are WrCSI for lessty practices Prior �9e�s 9 TC DL 10.0 PSF DATE to performing these functions. Installers shall provide temporary bracing per BCS). Unless noted otherwise, 08/19/16 top chord shall have properly attached structural sheathing and bottom chord snail have , rigid ceiling. Locations shown for a properly attached BC DL - ecti ons B3. . or 910, as shown cable. lateral restrae nit of webs shall have bracing Installed per BCSI 7.0 PSF A 11 ,L=1 N 1 p , y PI rtes to each face of for stand position as shown above and on DRW CAUSR7175 16232053 I the Joint retails, unless noted otherwl se. Refer es drawings face for standard rd plate positions. I I Al i ne, a di vi si on of I TR Bui I dl ng Components Group Inc. =hal I not be responsible for any devl ati on from thi= 0:/2/20 6 BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fai I are to but I d the truss I n conformance el th ANSI/TPI 1, or for handl I ng, sill peg ng, OREGON AN ITW COMPANY i offal I ati on R bract ng of trusses. Ares seal n thla drawls or oovnr papa Iistlnp tills drawls, Indleates Cepytsnew of prohsslweal engIneerIng �� 90 v TOT. LD. 42.0 PSF SEON- 45976 y solely for the,.slam sown. litre sultabl Ity and ala of thin drawing for any atreatarw lathe 9� 0 20.19 G 8351 Rovana cycle responsi bl I I ty of the Bel I di ng Designer per ANSI/TPI t Seo.2. O I D %Ai•NDUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see the s j ob•s general notes ` •' ALPINE: www.al pi mei tw.cam; TPI: www t lost. Page and these web sites: P org; WiCA: wmv.sbclndustry.cam; ICC: www.iccsafe.org SPACI NG 24.0" J REF- 1 VTD7 1 75202 al...«w.aanmt 7 ( THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood 1 of 2 01 senWoods -- 12867 Sw Parkdal e - FT1 Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Thi s "Hi p Frame" may be used in place of purlins on the hi p plane to Webs 2x4 HF Std/Stud brace the flat top chord of hi p trusses. See detail drawi ng HIPFRAME1014 or HIPFR1801014 for additional information. 1.5X4 III 1. 5X 12. 4111 6-7-3 1.5X4 III b-7-3 0-0-4 -..Am II 2X4(D8R) 1.5X4 III 1. 5X4 III 1. 5X4 III 6-1-3 1"12 'TF R=1 PLF W=12-6-5 PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) O PROF FT/RT=2/B(0/G)/4(0) 16.01. �,; FS L. Y.4 OR/-/1/-/-/R/- TrussComponentsofOregon (503)357-2118 ••WARMNGI••READ AND FOLLOW ALL NOTES ONTHIS DRAWING! _ Scale =. 375"/Ft. 64 825 N 4th Ave,Cornelius OR 97113 •*I IIPORTANT•• FURNISH THIS CRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /jam �1 ll`n • TC LL Trusses regui re extreme care I n fabrl call ng, handl I ng, shl ppi ng, Install I ng and brae'ng. Refer to and VolI ow /r('., r� 25.0 PSF the I atest edition of SCSI (Bui!di n Com 19575 REFAR7108- 9/16 U Component Safety Inftemption, by TPI and WTCA) for safety tedctihes iFri se, TC DL to performing these functions. Installers shall provide temporary bracing per alI Unless noted otherwise, 1 0.0 PSF DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Addit 08/19/16 riegitl telling. Locations shown for permanent lateral restraint of webs shall have bract ng Installed per BC51 / Arl tions B3, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on �- BC DL 7.0 PSF I I L I , the Joint Dotal l s unl ass noted otherwi se. Refer to drawl nes 160A,for standard pl ate post tl ons. DRW CAUSR7175 16232044 I n AI pi ne, a di vi si on of 1 TW Bul I dl rg Components Group I nc. steal I not be r 0, /20 6 BC LL AN ITW drawing, any failure tO bulla the truss In conformance with ANSI/TPI 1, osponsi can for ans ippi ati on from this OREGON 0.0 PSF CA-ENG CWC/CWC eoMa4nIY i nstal I ati on&brae'ng of trusses. r for handling, hl ppi ng, .roseal ln tRio drrieiy'°for°eooh r page lisnswnng thio draeap'I'I■itlnd1Gtaa eftsDtart.of profsaslonsl en■lnaarl V, • s TOT. LD. 42.0 PSF r era 1„a oft IOL drawl nor en 911Q ^• • 46198 8351 Rovana Circle rosponsl bl l 1 tY of the&11 Igloo Des'gran per ANSI/IP! 1 Sec.2. h RD r atrlx:turo I sr'ihe Y0,19 ` ' SEON- Sacramento,CA 95828 For more i nfnrmati on see thi s ob•s �t W,Nv DUR. FAC. 1. 15 FROM BB ALPINE: www.al pl ne'tw.tom; TPI:a general notes page and these web sites: www.tai nst.org; NTC.: www.sbci ntlustry.tom; ICC wow.,ccsafe.org Renews 21130/2017 SPACING 24.0" JREF- 1VTD7175Z02 ( 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senwoods -- 12867 Sw Parkdal e - FT2 ) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Thi s "Hip Frame" may be used i n place of purlins on the hi p plane to Bot chord 2x4 HF #2 brace the flat top chord of hi p trusses. See detail drawi ng Webs 2x4 HF Std/Stud :W1 2x4 HF #2: HIPFRAME1014 or HIPFR1801014 for additional information. i 8-8-8 I 12.65 i 0-0-4 _ 2X4(D8R) 8-1-3 1,.12 -Tr Note: AlI Plates Are 1. 5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PR PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .o ,t R S .. Truss Components of Oregon (503)357-2118 ••WARNINGI ww READ AND FOLLOW ALL NOTES ON THIS DRAIIIINGt IP �G1IF t 2 OR/-/1/-/-/R/- Scale =. 3125"/Ft. _ 825N4thAve,ComeltusOlt97113 ••IlroRrANF•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS O TC LL 25.0 PSF REF R7175- 5365 Trusses requl re extreme care I n fabricating, handling, shi ppl ng, I nstal l i ng and bracing. Refer to and fol l ow 19576 the latest edition of BCSI (Builtli ng Component Safety Information, by TPI apt WTCA) for safety practices prl or F. to performing these fproper!ony attached strersuctural shall provide temporary bracing per°CSI. Unless noted attachede. 44 �r TC DL 1 0.0 PSF DATE 08/19/16 top chard shall have properly atI nstal structural sheathing and bottom chord shall have a properly atherwis riegid ceiling. Locations shown for permanent lateral estraint of webs shall have bracing Installed per°CSI ''' BC DL ,41T ���0 I ' s tions B)or Blo, as appl Icabl e. Apply plates to each face of truss and post tl on as shown above and on �- 7.0 PSF DRW CAUSR7175 16232058 II I the Joint Dete'ls, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. �i �2� 6 I Al pi ne, a y vi sl on of I TW Elul I di ng Components Group 1 nc. shal I not be responsible for any tlevl nylon from 551 s BC LL 0.0 PSF CA-ENG CWC/CWC AN ITV✓COMPANY drawl ati n X,brad ng but d the truss i n conformance with ANSI/TPI 1, or for handling, hl OREGON g of trusses. s PPI ng. . A seal on thl s drawl ng or cover page I etl ng this dr l 9 �� ov TOT. LD. 42.0 PSF respond el I I tng, I ndl ores acceptance N dr of profess'onel a 1 nserl A.20,19SEON-- y ee1.l y liar the deal Rn shown. The dial Lab!I 1 t /Qr _ 46200 ponsl hl I Iof the Ilial I dly and use of this drew ng for any structure I sntha _ 8351 xovaBnC'Bcle ra: m Designer per ANSIirPI 1 sec.:, Q� • W W.�� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thl s Job.s general notes page and these web si tes: SPACI NG 24.0" J RE F- 1 VTD7 1 75202 ALPINE: www.al pi nel tw.com; TPI: www.tpi est.ore; WTCA: ewx,sbcindustry.com; ICC: www.iccsafe.erg Renews s3 Y2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- 12867 Sw Parkdale - R1 Top chord 2x4 HF #2 :T2 2x4 DF-L #2: Bot chord Special loads (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) (**) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to scal ed I ate TC- From 1 pl f at -2.83 to 1 pl f at 2.78 plot details for special positioning requi rements. p TC- From 1 pl f at 8.49 to 1 pi f at 8.46 TC- From 1 pl f at 8.49 to 1 pl f at 11.16 120 mph wind, 22.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- -3.28 Ib Conc. Load at 2.78 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wi nd BC 9 TC- 100.07 I b Conc. at 2.83 DL=4.2 psf. TC- 90.02 I b Conc.. Load at 5..44 TC- 105.04 I b Conc. Load at 5.66 Wind Ioads and reactions based on MWFRS. TC- 156.79 Ib Conc. Load at 8.27 TC- 172.82 Ib Conc. Load at 8.49 Trusses to be spaced at 0.0" OC maximum. Deflection meets L/180 live and L/120 total Ioad. Creep increase Shim all supports to solid bearing. factor for dead load is 1.50. 3X3= 2.83 r-- so R=357 U=39 0-7-3 go -7- • II_ i. 3X3= T2 ogi ius 2X4(R) 111 los 00 3X3: 1. 5X4(R) 111 3X3010 mos = 4_20-8-12 3X5(**) I- 2-9-15 I I. 11-1-15 Over 2 Supports R=276 U=26 W=7.778" >I PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) , 3 PRO pt 16.01. 0• r Rr FF6'ti :6 OR/-/1/-/-/R/- TrussComponentsofOregon (503)357-'2118 '•WARNINGI'w READ AND FOLLOI ALL NOTES ON THIS DRARINGI CII Scale =. 5"/Ft. 825 N 4th Ave,Cornelius O) 97113 "1IPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses regal re extreme n fabrl cat ng, handling, shi i n i nstal I IN 19s�e F� 9 TC LL 25.0 PSF the latest edition of NC9`(Builtlen ComnPP 9. ng and bracinga Refer to and fnllew REF R7175- 5366 T. 9 Component de tempo on, by Tel and rRCS! for ssty tedco hes pre, TC DL to performing these functions. Installers shall Safetyprovi Ie temporary bracing per RCS!. Unless noted otherwise, /+ 1 0.0 PSF DATE AIM- top chord shall have properly attached structural sheathing and bottom chord shall have 08/19/16 rlegitl ceiling. Locations shown for permanent lateral restraint of a properly attached tions D3, lI or Rlo, as applicable. 1 webs shall have bracing Installed BC DL A Appy plates to each face of truss and per BCS^ 7.0 PSF DRW CAUSR7175 16232046 A l�Q,�'` III T the Joln[Detal l5, unless notetl otherwise. Refer to drawin lbDq_ Position as shown above and o O:/ /�O L/ MNI: gs Z for standartl plate posi tl ons. V drawlrng, anyi failure t l build the�trusspIneconformancenWI en ANSI/TPI b1,rorpfori handl Inganshidppi ng, on from this OREGON BC LL 0.0 PSF AN ITW COMPANY nstal Iatlons bracing of trusses np20. v CA-ENG CWC/CWC rrespo'na DI ty awlely fOr the ealgn 1I�s 11np SRIThe salteb111tlMletas.f tills dr of Rrnfasa alai .D,ID»rl 9iQ V•"•20,19 NG.•, TOT. LD. 42.0 PSF HON- 46008 2. 8351 Rovana Circle respon I hi I 1 tY of tRw Roi I a1 paRi Y antl ass of thl a dratl nR far any structure I s he O I , ,•, q goer per ANSI/TPI 1 Sacal �r '• DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nforman on see the s J ob.s ALPI NE: www.al pl nee tw.coer TPI: me t org general notes sbcl ndus t these om web sues:'cc Pl nst. NmA: y� IDG: safe erg Renews esazon SPACING 0.0" JREF- 1VTD7175Z02 ( 0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- 12867 Sw Parkdale - R2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord Special loads (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 1(0*) 1 pl ate(s) requi re special posi ti oni ng. Refer to scal ed plate TC- From 1 plf at 2.78 to 1 p1f at 8.49 plot details for special positioning requi rements. TC- From 1 pl f at 8.49 to 1 pl ff at at 118..149 6 120 mph wind, 22.13 ft mean hgt, ASCE 7-10, CLOSED bid Located TC- -11.94 Ib Conc. Load at 2.83 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC TC- 88.82 I b Conc. Load at 5.66 DL=4.2 psf. TC- 88.82 I b Conc. Load at 5.66 TC- 156.79 I b Conc. Load at 8.27, 8.49 Wi nd I oads and reacti ons based on MWFRS. Trusses to be spaced at 0.0" OC maxi mum. Deflection meets L/180 Iive and L/120 total Ioad. Creep increase Shim all supports to solid bearing. factor for dead load is 1.50. 3X3= R=315 U=44 6 1 2.83 r- 0-7-3 • go 3X3 0 1.5X4(R) 111 II II rs 2X4(R) p1 1. 5X4(R) \11 woo 2X4(R) 111 4_20-8-12 3 2-9-15 X�5 l< 11-1-15 Over 2 Supports J R=177 U=34 W=7.778" �I PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) ,1r0 PROP FT/RT=2%(O%)/4(0) 16.01. •. Pig.°P19,, \ •2 OR/-/1/-/-/R/- Truss Components of Oregon 1503)357-2118 **WARNI NG!**READ AND FOLLOW ALL NOTES ON THIS DRAINING! �NO1..,FF Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 '*I IpDRIANr•* FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI ND THE INSTALLERS. .Q y TC LL 25.0 PSF Trusses regal re extreme care In fabrl cat!ng, handling, shl poi ng, Instal I Irg and bract ng. Refer to and follow ��76 9 he latest edition of NGS, REF R7108/19/16 8/ 5367 T. CN. Insg Component Safety Information, by TPI and WTCA)for safety practices Pre, TC DL to performing these fgnet;an=. ,nstallera,„a„ provide temporary bracing per RGSI. Unless anted otherwise. �t 10.0 PSF DATE 08/1 9/1 6 141164, top chord shall have properly attached structural sheath,ng and bottom chord shall have a properly attached riegid cel l Ing. Locatl ons shown For permanent lateral restraint of webs shall have bract ng installed per NCSI �S % A 11 1F`0 N s dons B3, II or 810, as applicable. Appy pates to each face of truss and position as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16232052 L J I the Joint Details, unless nosed o[herwi se. Refer to tlrawi ngs 160A-Z for standard plate posi tl ons, 0� /20 6 I , drAapi ne, a d;vi sl on of I TW Sul l di ng Components Group Inc. shall not be response bl a for any devi ati on from th;s OREGON BC LL 0.0 PSF CA-ENG CWC/CWC ng, any fat l are to build the truss In conformance wl th ANSI/TPI 1, or for handling, shl poi ng, wl AN ITW COMPANY 1 nstal I atl on It bract ng of trusses. . A seal on this drawl09 or cover p.ga I Iating this drM acu tanw of prof.aeIReel . In»ri 9iQO" 26.�o+l` TOT. LD. 42.0 PSF SEAN- 46010 I m I I of the R�ui I a�a�1 aD "". 71ra sal tebi I I t;."2::g:or thin drawl ng ror any.truntara bathe t W. 8351 Rovana Circle i bill ng Designer per AN51/rPl 1 5«.2. DU R. FAC. 1. 15 Sacramento,CA 95828 For more;nformati on see thl s,ob•s genera, note= FROM BB ALPINE: wow.al pineitw.can; TPI: www.t Page and these web sates: pi nst org; WTCA: www.sbcl ndustry.corn; IGC: www.iccsafe.org Renews d]012Dtr SPACING 0.0" JREF- 1VTD7175Z02 (061 6032--PARR LUMBER-HI LLSBORO -WI ndWood I of 2 01 senWoods -- 12867 Sw Parkdal e - R5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord (**) 1 plate(s) require special plot details for special nonitieninr. Refer to scal ed plate 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in P bosidioning requirements. roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS. Deflection meets L/180 Iive and L/120 total load. Creep increase factor for dead Hipjack su load is 1.50. pports 3-11-8 setback jacks with no webs. Shim all supports to solid bearing. •1 9-b-8 2.83 1-- • • R=lif8 0-7-3 • II II 1. 5X4(R) 111 woo oat 1.5X4(R) Ill 2X4(R) 111 +8-1-2 3X5(**) E2-9-15 5-7-2 Over 2 Supports R=568 U=10 W=7.778" PLT TYP. ITWBCG Wave Design Cri t: I RC2012/TPI -2007(STD) ,so PROF FT/RT=2%(Oen)/4(0) 1 b.01. �,. w est Truss Components of Oregon (503)357 2118 ••WARM NG!••READ AND Fou.pr ALL NOTES ON Txls onanlxm (A��� ����„ W OR/-/1/-/-/R/- Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 "1 IPoRTANr•. P11RNI SII THIS DRAM NO TO ALL CONTRACTORS I NCWDI RB THE INSTALLERS. 1 Trusses requi re extreme care n fabrl Carl ng, handl i ng, SRI ppi ng, Installing and bracing. Refer en and tel 19575 TC LL 25.0 the latest ed,ti on of SCSI C9ullding Component Safety Information, by TPI and wrrA for saferPSF REF R7175— 5368 to performed mese functi ons. Installers Component lI pray!In temporary3 n pracoticos prior TC DL top chord shall have properly attached structural sheathi tom ng per all ena ps noted ttached �r 1 0.0 PSF DATE 08/22/16 rigid cel ling. Locatl ons shown for n9 and bottom chord shall have a properly attached esti ons B3, BJ or B10, a appliceer Anent lateral restraint of webs Shall have bracing Installetl per 8051 �` j — ATw pPIY plates to each Face of truss and posltlon as shown above and a BC DL 7.0 PSF .4 ,I jO ` II1 1 thepJol nt Dotal ls, un1 Resented otherwise. Refer to drawl nes 160A-Z for standard plate post ti ons n /20 6 DRW CAUSR7175 16235071 ILJ, I \�11 I Al 1 ne, a dl vi sl on of ITR Sul I di r S Components Group 1 nc. seal 1 not be responsi bl a for any devi ati on from this OREGON AN ITW drawing, any fel Iure to.1Id the truss In conformance wlth ANSI/TPI 1, or for handl Ing, shl In BC LL 0.0 PSF COMPANY installation R bracing of trusses. pp g, v CA-ENG GWH/GWH A seal on this drawl eq or`over page iiOtI 9�to 7A4TOT. LD. 42.0 PSF SEON- 14502 REV respohal bl l l ty sol el y for the deal gn sho.n�tOh.owl!drawl I i l nand a..of thi s dr of profuse!Oral Rett neer'ng O .�„C„._•" 83$1 Royaea Circle responsl bill ty of the Bull di ng Desi finer uty use of tills drawl ng for any structure I s the 'OLD V per ANSI/Tb. 1 See.nez ` DUN. FAC. 1. 15 Sacramento,CA 95828 For more I nformau on see rm s FROM BB ALPINE: www.al pi Rel tw.co, TPI: fob's general notes page and these web sites: www.tpl est.org; WIC& wow.sbci ndustry.corn; ICC'. www.1 ccsafe.org Renews 8IWM2017 SPACING 24.0" JREF- 1VTD7175Z02 • ( 0616032--PARR LUMBER—HI LLSBORO —Wl ndwood lot 2 Ol senwoods -- 12867 Sw Parkdale — R4 ) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIRENS!ONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord Special Ioads TC- Fromber Dur.plfcatl-2.83 to1lf ate pFac. at 15.51 (**) 1 pl ate(s) requi re special positioning. Refer to scaled pl ate TC- 11.83 I b Conc. Load at 2.62 plot detai I s for special positioning requi rements. TC- -3.28 I b Conc. Load at 2.78 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind Ioads and reactions based on MWFRS. anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Trusses to be spaced at 0.0" OC maxi mum. Deflection meets L/180 live and L/120 total load. Creep increase Shim all supports to solid bearing. factor for dead I oad i s 1.50. 1.5X4(R) 111 I, 1 2.83 �— �• R=5 1.1=5 0-7-3 I • 1.5X4(R) 111 woo woo 13-1-0 1.5X4(R) 111 3X5(**) 1.- 2-9-15 5-6-1 Over 2 Supports R=12 U=6 W=7.778" PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) O PRO FT/RT=2%(0%)/4(0) 16.01. 00 t.E �. FFS' :2 OR/-/1/-/-/R/- Truss Components of Oregon 0(03)357-2118 w*WARNINGI*w READ AND FOLLOW ALL Nora OR TIS DRAM NG! I0... Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 *•IYPORTANr•* FURNISH TNS DRAW,NG To ALL CONTRACTORS INCLRDING THE INSTALLERS (�� O TC LL 25.0 PSF Trusses regul re extreme care in fabricating, handl Ing, shipping, instal 11 +�� the 1atest ed;tldn of BCSI (Boi,d;n Com ng and bracenga Refer to and fol,nwREF R7175- 5369 n g portent Safety Informatl on, by TN and WTCA) safety erect'cos prior TC DL 1 0.0 PSF to performing these ffuncti ons. Installers snail provide temporary bracing per BCS).for safe noted t'cos se, DATE 08/19/16 top chord shall have properly attached structural sheath)ng and bottom chord shall have /, rl gid ceiling. Locatl ons shown for a properly attached rH w ections B3, B7 or B1D, aspermanent lateral restraint of webs shall have bracing installed per o / BC DL 7.0 PSF .4 I I �Q)�'` III sec Joi st Detal l s, unl, notedi othe wl see. �I Refertes to dl each face of truss and position as shown above and on DRW CAUSR7175 16232060 ' \VI Al pine, a di vi si on of I TW Bul I dl Com gs y Tor standard pl ate posl tl ons. 0 i/�20 6' drawing, any failure to build thentrusspIneconformancenwithhANSI/TPIb1,rorpfor'handlIng, scippiotlon frwn t„,� ^ OREGON BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY installation R bract ng of trusses. vv g, V, • A.eel on tills drawl 0/q or rover page II at'ng thl.drawl I nal dates optima*of profess)ons) •tgl neer'0/q 94)�•�•Yo.+9d” 4. TOT. LD. 42.0 PSF SEAN— 46114 r.tpen.I bill By solely for the des)On shown. The CalteblIIty and use of thls drawl ng for any stricture Is the 8351 Rovana Circleresponal bill ty of the Bandl ng Demi finer per ANSI/WI 1 Sec.2. O�. W.N DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformat;on see tni s j ob•s general notes pa ALPINE: www,al pi Tei tw.cos, TiP: ge and these web sl les: wow.tpi nst.erg; WTCA: www_sbct ndustry.con; ICC: wwm.,i ccsafe.org Renews 6130/2017 SPACI NG 0.0" JREF- 1VTD7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MEN51 ONS) SUBMI TTED BY TRUSS MFR. ( 0616032—PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- 12867 sw Parkdal e - R3 ) Top chord 2x4 HF #2 Bot chord Special loads (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) (**) 1 plates) require special positioning. Refer to scaled late TC- From 1 plf at -2.83 to 1 plf at 5.21 plot details for special positioning requi rements. p TC- 9.37 I b Conc. Load at 2.78 TC- -3.28 Ib Conc. Load at 2.78 120 mph wind, 21.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind Ioads and reactions based on MWFRS. anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Trusses to be spaced at 0.0" OC maxi mum. Deflection meets L/180 live and L/120 total load. Creep increase Shim all supports to solid bearing. factor for dead load is 1.50. 1. 5X4(R) 111 _1_ •' 0-7-3 2.83 — • • R=3 U=5 • II • 1.5X4(R) 111 goo woo 0-8-12 1. 5X4(R) 111 3X5(**) E2-9-15 kr 5-2-9 Over 2 Supports — . R=11 U=5 W=7.778" PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) EO PROp� FT/RT=2°/6(0°/6)/4(0) 16.01.�`��9�"61'V �sv : 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. — Truss Components of Oregon (503)357-2118 "WARNI NGI'•NEAR AND FOLLOW at NOTES ON TNI s burl NG! 825 N 4th Ave,ofOresCornelius O) 97113 •'I NPORfANf•• PUNNI SH THIS DRAWING m All coNrrAcr6Ns I NcuI6I NG THE INSTALLERS. n TC LL 25.0 PSF Trusses regui re extreme care I n fabrl cati ng, handl I ng, shi ppi ng, I nstal I Ing and brat;ng. Refer to and for l ow 19675 _rREF R7175- rhe Iateat emtinn of SCSI (Bwldln Component5370 gIersshall Safety Ieftematlen, by TPI and RICA) for safety practices pr;or TC DL 10.0 PSF DATE to performing these functions. Installers shall psheath temporary bracing per all Unless pnotederiy otherwise, / 08/19/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riegitl ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per eG51 BC DL .4 rI O`� s tions 83, B)or Bto as applicable Apply plates to each face of truss and position as shown above and on ,-6 7.0 PSF DRW CAUSR7175 16232035 II L J I the Joint Details, unless noted otherwise. Refer to tlrawi ngs 1,6°A-Z for standard plate post tions. Qi �ZQ t, drawl ng, any'fat lureoto'b 118d the�truss pineconformance orwithhANSI/TPlb1,rforihan lin any ripping, n from chi: OREGON BC LL 0.0 PSF CA-ENG CWC/CWC AN ITV✓COMPANY I nstal I atl on&brad ng of trusses. for handl ng, shl ppi ng, pol'Is bljhi:drawnp en crowr ppe IIotlnp this arrow ng, Itdlutas.eo.pt.ne.of proMulorol slgln..rieg 9R Ilik 20,1•x° �• TOT. LD. 42.0 PSF SEAN- 46012 b sol ely for the d.slen wholes The Sw t.blllty and e:.or thIS drool nr for any Strutter.IS the O _ 8351 Rovana Circle respun:1 b1 I I ty of the rel I dl ng I goer per ANSI/PI 1 See.]. "'OLD W. DU R. FAC. 1. 15 FROM B B Sacramento,CA 95828 For more;nformatl on see th;s 1 ob.s general notes Page and these web sies:ALPI NE: www.al pi nel twcam: TPI: www.t;nst org; WTCA: wwx sbtindustry coICC: r Iccsafe org Renews 6/30/2017 SPACI NG 0.0" JREF- 1VTD7175Z02 CLR Rei Forcingve � loer Subs Li LLion T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) s specified on a truss design but an alternative web Or T-Reinf, ireinforcement method is desired. L-Reinf OrCement or L-Reinf, ,1 ,\ Apply to either side of web narrow face. ,, Attach with 10d (0.128"x3.0",min) nails , Notes: at 6" o.c. Reinforcing member is , a minimum 80% of web , member length. , This detail is only applicable for changing the specified CLR , shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. Air' Alternative reinforcement specified in chart below may be conservative, MIN Aar' For minimum alternative reinforcement, re-run design with appropriate reinforcement type. A X T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, Scab Reinforcement 2x3 or 2x4 1 row 2x4 1-2x4 Applyscabs) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 mNo more than (1) scab per face, 2x6 1 row 2x4 1-2x6 Attach with lOd (0.128°x3.0",min) nails El 2x6 12 rows 2x6 -2x4(1O at 6" o.c Reinforcing member is a minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6010 Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, ()I0 Center scab on wide face of web. Apply (1) scab to each I face of web. MN eo wwWARN1NGlwa.READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ^ lekx PRQF-,9Ir w+IMPORTANTIlw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �` 4:41,. •2 TC LLREF Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and 1957$ • PSF follow the latest edition of BCSI <HWldin ComCLR /14 prnctloes prior to performing these fuctlonso Component by TPI and ocin far safety �r TC DL Unless noted otherwise, top chord shall have prOV psr¢ry brnncnng per HCScI. PSF DATE 10/01/14 _ shall have properly attached structural heathing d bottom hord P ° properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs BC DL PSF l ���II\\ �I1I shall have bracing installedaper BCSI sections H3, B7 or All,as applicable. Apply plates to each Face /- DRWG BRCLBSUB1014 �LJ lJ—gg of {rush and position shown above and on the Joint Details,unless noted otherwise. �i 22/20 6 `�Lf Refer to drawings 160A-Z for standard plate positions. BC LL AN ITW COMPANY Alpine, n division of tiw Bunding Components Gr ...AR6C.AId PSF this drawl^ oup Inc. a wi not be responsible for any g, shipP ngfram Offing iti g, any failuof to build the truss In conformance with ANSI/TPI 1, or far handlln shl In v G TOT, LD. PSF Installation ,i bracing of trusse engineA ering on this drawing or cover page listing this drawing,indicates acceptance f professional �' A,20,'Iv"- V i g r ponsibility solely for the design shown. The suitabilityand 13389 Lakefront Drive for any structure is the responsibility of the Building Designer useof this drawing Ot `.'w Earth City,M063045 For more Information see this Job's per ANSI/TPI I Sect. •• DUR. FAC. ALPINE, www.alpineitw.com, TPbewww.t Int.or general nates page and these web sites a g www.hbanauhtry.org,ICC, www.lccsafe.org Renews 11/3012417 SPACING Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed __, Exposure C, Kzt 1,00 or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace * (1) 2x4 'L' Brace w (2) 2x4 "L' Brace ww (1) 2x6 "L' Brace A (2) 2x6 'L' Brace ww Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Bracing Group Species and Grades: -{—) S P r #1 / #2 4' 10' 8' 2" 8' 6' 9' 8" Group A: #3 10' 1' 11' 6" 12' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Q� U 4 7' 7' 9' 8' 3' 9' 7" 9' 11' 11' S" 14' 0' Hem-Fir Stud11' 10' #1 / #2 ;Standard 4' 7' 7' 8' 9' 11' 11' S" 14' 0' 14' 0' #3 I #2 Stud 1 o P Standard 4' 7' 8' 2' 9' 7' 11' 10' 14' 0" 14' 0' 14' 0' Stud #3 (Standard 6' 7' 7' 0' 14' 0' 14' 0' 14' 0' J #1 5' 0' 8' 10' 9'0 5'2 11' S" 11' 10' 13' 10' 14' 0' 14' 0' S P 8' 4' 8' 7' 9' 10' 11' 8' 14' 0' Douglas Fir-Larch Southern Pinewww #2 4' 10' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 8' 2' 8' 6' 9' 8' 11' 6' _ #3 4' 8' 7' 0' 7' S" 9' 3' 10'11' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud DFL Stud 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' Standard Standard d 4' 8' 7' 0' 7' 5' 9' 11' 5" 14' 0' U Standard 4' 7' 6' 2' 6' 7' 8' 3'' 9'' 11' 11' 11' 14' 0' 14' 0' 14' 0" 14' 0' #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2` 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Group B: U H Stud 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' Hem-Fir 5' 3" 9' 3" 9' 7' 10' 11' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 CU O Standard 5' 3' 8' 1' 8' 7" 10' 10" 11' 4' 13' 0' S P11' 3' 14' 0 #2#1 5 6' 9' 6' 9' 10' 11' 8' 13' 4` 13' 10' 14' 0• 14' 0' 14' 0' 14' 0' Douglas Fir-Larch 9' S" 9' 9' 11' 1' 14' 0' 14' 0' 14' 0' Southern Pinewww 11' 6" 13' 2" 13' 9' 14' 0' 14' 0' 14' 0" 14' 0' #2 I I #1 #3 5' 5' 8' 6" 9' 1' 11' 0' 11' 5` 13' i' QJ i DFL Stud 5' 5' 8' 6" 13' 8' 14' 0" 14' 0' 14' 0' 14' 0" 9' I' 11' 0' 11' S" 13' 1' 13' 8' 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board). Q Standard 5' 3' 7' 6' 8' 0' 14' 0' 14' 0" 14' 0" #1 / #210' 0` 10' 9" 13' 0' 13' 7' 14' 0" 14' 0' wwwFor 1x4 l Pine use only Industrial 55 or CS S PF 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2" 14' 0' 14' 0' Industrial 45 Stress-RatedithBoards. GroupB #3 5' 9' 10' 2' 10' 7' 12' 0" 12' 6' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' values may u used with these grades, LD U l I P Stud 5' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 10' 2' 10' 7' 12' 0" 12' 6' 14' 0' 14. 0' Gable Truss Detail Notes: o Standard 5' 9' 9' 4" 9' 11' 12' 0' 12' 6' 14' 0" 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240, 0 P 6' 4' 9' 6' 10' 10° 14' 0' 14' 0' 14' 0' 14' 0' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over #2 6' 1' 4' 10' 18'0 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" continuous bearing (5 (1-1 U #3 6' 11' 10'14' 10' 6' 12' 8' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0" psf TC Dead' outlookers DFL 12' 1` 12' 7' 14' 0' Gablet end2supports �--I r L Stud 5' 11' 9' 10" 10' 6' 14' 0' 14' 0' 14' 0' 14' 0' load from 4' 0' otlook 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. Standard 5' 9' 8' 8' 9' 3' 11' 7" 14' 0' 14' 0' 14' 0' 14' 0' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm II About Attach 'L' braces with 10d (0.128'x3.0' min) nails. able Truss I 41 )IE For (1) 'L' brace space nails at 2' 0,0. Diagonal brace option: in 18' end zones and 4' o.c. between zones. vertical length may be T AE YEFor (2) 'L' braces: doubled when diagonal e I T space nails at 3' o.c brace Is used. Connect 18` y( , 1 0 in 18' end zones and 6' o.c, between zones. diagonal brace for 335# 'L` bracing must be n minimum of 80% of web at each end. Max web "L" J- O member length, total length is 14', Brace ,;♦ �� Gable Vertical Plate Sizes 2x4 DF-L #2 or 1.111iii: Vertical Length No Splice better diagonal Less than 4' 0' 1X4 or 2X3 Vertical length shown Brnce; single Greater than 4' 0', but in table above. ar double cut18` yCless than 11' 6' 2X4 ' 45° (asshown) at Q 0 11111 w Greater than II' 6'0 3X upper end. Q I1 Fl I7rFl n + Refer to common truss design for LI LI LI LI Ll '_. ` peak, splice, and heel plates. Connect diagonal atIlig ontinuous Bearing _ midpoint of vertical web. a P"p / Refer to the Building Designer for conditions Refer to chart above for no gth not addressed by this detail. ...WARNING..READ AND FOLLOW ALL NOTES ON THIS DRAWING( �i.i ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C` �G'N F FQ Trusses require extreme care In fabricating,handling, shipping,Installing and bracing. Refer to and �Q 2 REE ASCE7-10-GAB12015 folllowl the pLatest taedition erfa of theseuildingtCoom Component tSafes Ishnformation, by TPI and SUCH)for safety 19575 9 T. Unless noted otherwisetop chord shall have properly attached ll structural e temporary gaand bottomSchord r DATE 10/01/14 hall have properly attached rigid ceiling. Locations shown far /r �li 11- l7 shall have brads Installed permanent lateral restraint of webs �! DRWG A12015ENC101014 `--' II J illi,, i f truss and D per BCSI sections B3,B7 or BIO,as applicable. Apply plates to each face \J position a shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 0:'2/20 6 AN ITW COMPANY Alpine'a division o£ ITW Bullding Comp nests Group Inc. shall not be r ponslble far any Bevin{Ion from „Q3 / .1.N this drawing, y failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, /'' installation 6 bracing of trusses. seal n'this drawing a cover page listing this drawing,indicates acceptance of professional 9/Q n.to /o N�� MAX, TOT, LD, 60 PSF- engineering responsibility solely for the designshown, The suitability and use of this drawing O 73389 Lakefront Drive for any structure is'the responsibility of te BuildingDesignerL \�1 Earth City,MO 63045 For more per ANSI/TPI 1 Sweb •' information see this job's general notes page and these web sites ALPINE. www.alpineitw.comi TPG www.tpinst,orgi SBCA.www,sbcindustry.orgl ICC. www.lccsafe.org - nwD.w.eraaxon MAX. SPACING 24,0" Goole 3etail About(?I For Let-in Verticals Gable Truss Plate Sizes O Refer to appropriate Alpine p' gable detail for itminimum plate sizes for vertical studs. +QRefer to Engineered truss design for peak, splice, web, and heel plates, O ®If gable vertical plates overlap, use a single plate that covers the total area of 111111111111111C ��, theoverlappedplates tospantheweb.Oble© klthlPth 1 Exa mple: 2X4 , � 2X4 2X8 "T" Reinforcement Attachment Detail G 'T' Reinforcing 'T' Reinforcing il 0,© Member Member © O kb. M` Toe-Hall Dr - V /\ End-nail SCI © O To convert from 'L° to 'T" reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T" increase by length (based on Attach each 'T" reinforcing member with appropriate Alpine gable detail), End Driven Nailsi Maximum allowable 'T' reinforced gable vertical lad Common (0.148'x 3.',min) Nails at 4" o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords, Rigid Sheathing Toenailed Nails, 'T' reinforcing member material must match size, 4 Nails '� t 1Od Common (0.148'x3",min) Toenails at 4' o.c. plus specie, and grade of the "L' reinforcing member. I (4) toenails in the top and bottom chords. Web Length Increase w/ "T" Brace ,T, This detail to be used with the appropriate Alpine 'T' Reinf. 'T' Reinforcing p gable detail for ASCE Member wind load Mbr. Size Increase 2x4 30 ASCE 7-05 Gable Detail Drawings 2x6 20 7 A13015051014, A12015051014, 411015051014, A10015051014, A14015051014, ExASCle. Gable Nails Spaced At ASCE 7-10 Gable Detail Drawings 413030051014, 412030051014, 411030051014, 410030051014, 414030051014 ASCE 7-10 Wind Speed = 120 mph Truss Mean Roof Height = 30 ft, Kzt = 1.00 4' o.c. Gable Vertical = 24"a.c, SP #3 A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Reinforcing Member Size = 2x4 A1I530ENCI01014, A12030ENC1010I4, A14030ENC101014, A16030ENC101014, (1) Brace Increase (From Above) = 30% = 1.30 A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 2x4 'L' Brace Length = 8' 7" Ma See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 1.30 x 8' 7" = 11' 2' '�.4 Nails v—� Ceiling �(�-n wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAVINGI ����FD NO��nnVV,A�/ wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. "r Y Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and 19575 REF LET—IN VERT follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) For safety ' practices prior to performing these functions. Installers shall /' DATE 10/01/14 Unless noted otherwise, top chord shall haveprovide temporary bracing per BCS. shall have properly attached structural sheathing and bottom chord (� i properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /�V I��I 1 ii shod hose bracing installed per BCS1 sections B3, 07 r LTX applicable. A t lates ho each face 0: /20 6 DR WG GBLLETIN1014 L�LJ IJ- I\\II of tr n d position as shown above and on the Joint Details, unless Hat edpotherwise. / 1f if Refer to drawings 160A-Z for standard plate positions. OREGON AN ITW COMPANY Alpine, a divisionf of ITW oBuilding Components Group Inc.shall not be r sponsible for any deviation from 22116 InstallationgI bracingof Wt the truss In conformance with ANSI/TPI 1,ar for handling, shipping, .1, 4: `I M,QQ��7•_ engineering seal tn this drawing orcover page listing this drawing.Indicates acceptance f professional °� Nv r MAX, TOT. LD. 60 PSE responsibility solely For the design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ASI/TPI I Sec.e. DUR. FAC, ANY Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, Renew.rw.M8012g17 MAX, SPACING www.alpineitw.coml TPIewww.tpinst.orgi SBCR' www.sbcindustry.orgi ICC, www.lccsafe.arg 24.0" ALPINE, ASCE 7-10: 120 mph, 30' Mean Height, Closeo, Exposure C Common Residential Goole Eno Wino Bracing Requirements - Stiff eners 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top; Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: See Engineer's sealed design referencing this detail provide a 2x6 stiffback at mid-height and brace for lumber, plates, and other information not shown ro roof diaphragm every 0" (see detail below or on this detail, refer to DRWG A12030ENC101 014), Nails: 10d box or gun (0,128"x3",min) nails, X Optional 2x L-reinforcement attached to stiffback with 10d box or gun (0,128" x 3", min,) nails @ 6" o,c, I lai%t 2X4 Blocking ll 1110.11rigilliiiii ill iii Ili nailed to 45° sheathing and 12(.1_ 4Max /;� each truss cryP� Illtith , H ill III III 1. 2 X 4 D E-L #2 H/2 orgce. :JJiI_TitL1IINiii .1i7` — 2x6 #2 stiffback ontinuous Bearing attached to each Stud w/ (4) 10d box or gun (0123" X 3", min.) nails, G •SVARNINGIww READ AND FOLLOW ALL NOTES ON THIS IIRRVINGI �Fa^PR�F��1 weINPDRTANTww FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS. 0G E' 0 Trusses require extreme c Fabricating,handling, shipping, installing and bracing. Refer to and F� 2 REF follow the latest edition f BCSI I<Building Component Safety Information, by TPI and SHCAI for safety ��� GE WHALER practices prior to performing these functions, Installers shall provide temporary bracing per BCSI. r Unless noted otherwise, top Chord shall have properly attached structural sheathing and bottom chord DATE 10/01/14 hall have properly attached rigid ceding. Locations shown for /t �n i �1-I ni shall have bracing installed per BCSI sections 53, B7 ors plicablent lateral test o each h webs DRWG GABRST r„..(21.,,- LJ I`'SIJ. J '`f\\�II of truss and position as shown above and on the Joint Octets, unless bnoted potherlw ses to ch Face �- 10101^ Refer to drawings 160A-Z for standard plate positions. Q�z12���'lj��q*. 1 Y AN ITW COMPANY Alpine, n division of ITV Building Components Group Inc. shell not be responsible for any deviation from n DO/'2YYyp• this drawing, any £allure to build the truss In conformance with RNSI/TPI 1, or for handling, shipping, _" �/ installation & bracing of trusse n seal on this drawing° this 9 vnn•20 19 N�'� MAX. TOT. LD. 60 PSF engineering responsibility solelyvForpthe designishown. Theesuitability andacceptance eof professional R 13389 Lakefront Drive for any structure is the responsibility of the Building Designery of this drawing OI Earth City,MO 63045 For more information see this Job's per ANSe I/7P1 these I Sweb ` W. ALPINE, www.aipeneitw.coo, TPI'ewww.tpint.orgi SUCH, www.sbcind stryo g,ICC wbw.iccsafe.org Renews 13/30/2017 w MAX, SPACING X - i3 Frame ietaiLs W4X4, Min. B Hip Frame E " ___________ : WAIIIIIMMEN MI Common p' :InlillEIMMW1.5X3 iillfui Trusses Typ, -� : • Stepped Hip 2x4 Purlins `'� System Trusses INEMOSIO0111411 II -,mmiaw III 2x4 Chords •--� �: n �: vis imwleherialmlallsimfalalagnimINI II1 ',;i #1 Hip and r Chord AreaSheathed � Hip Frame II I 1111L, / B Bottom Chord W3X4, Min, 0- Attach hip frame to flat chords of stepped hips W3X4, Min, at all overlapping points with 2-10d (0148"x3") Hip Frame, 'R' common nails. Bottom chord of hip frame to be �-,attached to #1 hip with 106 common (0,148"x3") nails @ 6" o.c, maximum spacing. Hip frame stops at plumb cut of -/ Hip Frame jacks to maintain pitch continuity, S e C 0 T�— B x Hip frame lumber is SPF, So, Pine, HF, l� or DFL Standard, Stud grade, or better. ' •I See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. R' Hip frame chords may be trimmed up to 2" to fit, _ purlins must be intact and properly attached <ack Stepped Hip Use this detail for. System Trusses ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide for ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where racing indiicatedat ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structural panels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1.00 To H'• PR, FS -•urlins, ,coe •.WARNING!...READ AND FOLLOW ALL NOTES ON THIS DRAWING! r��� S ..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /Q �j Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and , 19575 9 REF HIP FRAME follow the latest edition of BCSI (Building Component Safety Information, by TPI and SOCA) for safety practices prior to performing these functions, tnstnuers shnu provide tem ' DATE 10/01/14 Unless noted otherwise, top chord shall hove y porary bgncing per BCSc. shall hove proper! shown fo spernowenl lateral and bottom hard �� i shall have bracing installedper rigid telling. Locations shown for permanent lateral restraint of webs i of truss and goon n shown BCSI sections Bae Boht Debails, uPPeissbnntedApply plates to each face �� /20 6 DRWG HIPFRAME1014 / L�L _lJ �J Refer to drawings w g5 160IT for standard plate Group ns. OW" AN ITW COMPANY AtPlne, division of ITW Building Components Group Inc. shawl hot be responsible for any de shlppin from • /y�[[jL,G/` o}/ this drawIong,any inguof t° build the truss In c°nformanre with ANSI/TPI 1,or far handling, shipping, �� i� 20,19� installation&bracing of trusse A seal on this drawing orcover page listing this drawing,indicates acceptance of professional O// w N� engineering responsibility solely for the design shown. The suitability and use of this drawing `D •.. 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 For more information see e this Job's general notes page and these web sites, ALPINE, www.nlpineitw.coni TPI www.tpinst.orgi SOCA, www.sbcindustry,org)ICC. www. csafe.arg is Renexr.N90/2011