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A_ 1---5' -4.---6' 14 35'6" I 5'6" --1 co l' 52' I ADJUST THE B SPACING SO IT DOES NOT INTERFER WITH THE TOILET HERE -0 Customer: PARR FOREST GROVE .-- 1-.. c_ Deso. : Rvrs1de 2885 Floor Most o 0 I-- 03 ADDRESS: master all 71 m a) o z Designed by: BILLY BREESE 1-- z Ul CD ...., 0 CO •• Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W6H7175Z2205074316 Truss Fabricator: Truss Components of Oregon JobIdentification: 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Nast -- master HILLSBORO, OR Model Code: IRC; Truss Criteria: I RC2012/TP I-2007(STD);CUSTON/TP I-2007(STD) p PROF Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, ' Truss Design Loads: Roof - 42 PSF • 1.15 Duration0 .1 %N E'G . O Floor - 57 PSF a 1.00 Duration;57 PSF a 1.15 Duration Iii �' 83294PE p Bind - 120 MPH (None-Closed);120 MPH (ASCE 7-10-Closed) 4 Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of 14 s,&V14,aed' 0 record, as defined in ANSI/TPI 1. sett Tan 4'2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: STRBRIBR-12015EC1-GBLLETIN-GABRST10- Submitted by RTT 07:42:12 12-05-2017 Reviewer: JCJ $ $ 12/05/2017 # Ref Description Drawing# Date 1 02337--BGE 17338287 12/04/17 2 02338--B 17338295 12/04/17 3 02339--D 17338310 12/04/17 4 02340--I 17338290 12/04/17 5 02341--J 17338289 12/04/17 6 02342--JGE 17338291 12/04/17 7 02343--AGE 17338288 12/04/17 8 02344--A 17338302 12/04/17 9 02345--E 17338305 12/04/17 10 02346--G 17339011 12/05/17 11 02347--H 17338308 12/04/17 12 02348--HGE 17338284 12/04/17 13 02349--F 17338285 12/04/17 14 02350--M 17338293 12/04/17 15 02351-41 17338306 12/04/17 16 02352--Z 17338300 12/04/17 17 02353--X 17338299 12/04/17 18 02354--BPX 17338298 12/04/17 19 02355--LG 17338307 12/04/17 20 02356--KG 17338283 12/04/17 21 02357--RT3 17338292 12/04/17 22 02358--RT4 17338309 . 12/04/17 23 02359--RT6 17338286 12/04/17 24 02360--RT7 17338294 12/04/17 25 02361--RT9 17338297 12/04/17 26 02362--RT10 17338296 12/04/17 27 02363--BP1 17338301 12/04/17 28 02364--BP2 17338303 12/04/17 29 02365--BP3 17338304 12/04/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BGE ) Top chord 4x2 HF #2 :T16 4x2 HF #1&Bet.: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the (I) - plates so marked were sized using 0% Fabrication appropriate span rated glue-nailed wood sheathing. Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. Fasten rated sheathing to one face of this frame. 3X5(**) s.---- W=3X5-- 3X5(**) _ 3X5(**) = 3X5(**)(I) = 3X5(**) -- 3X5(**) = 3X5(**) = T16 3X5(**) = 3X5(**) I Jy 1-6-0 1 + 0-6-0 3X5(**) - 3X5( ) - 3X5(**) --- 3X5(**) = 3X5(**) = 3X5(**) = W=3X5= 3X5(**) = 3X5(**) = 3X5(**) 3X5(**) s---- F' 26-9-4 O -18 JL 8-7-12 -I.IL- 17-3-12 --.1 [' 26-9-4 Over 2 Supports R=131 PLF W=18-0-0 R=130 PLF W=8-9-4 Note: All Plates Are 2X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) IX so PROfifis PLT TYP. Wave FT/RT=10%(0%)/4(0) 16.01.'' S sk .i % OR/-/1/-/-/R/- Scale =.3125"JFt. Truss Components of Oregon (503)357-2118 ••WARl1INGI.•READ AND FOLLOW ALL NOrEs ON THIS ORAIMI � , TC LL 40.0 PSF REF R7175- 2337 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. jlC 6 $3294PE Trusses require extreme care In fabricating,handling, shipping, Installing and bracing. Refer m and follow to the latest edition of BCSI (Building Component Safety Information,by TPI and PTCA) for safety practices prior .L fir/ DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 01111164 top chord shall have properly attached structure! sheathing end bottom chord shall hew.a properly attached rigid ceiling. Locations sheen for permanent lateral restreint of webs shell heva bracing installed per acs BC DL 7.0 PSF DRW CAUSR7175 17338287 A�LO U N . sections thein M. ai or unlB10ess as applicable otherwise. R plates to mcg fete of truss and coal tion as stion above entl on 1vQ5�20 1 Lha,ne, Baum la, hof IT notal CceRefer to Inc.drawShangs 160A-Z for standard plata positions. BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a division ur et ITP Building mt uss in con groan Inc. shall not be for for responsible for any deviation from this OREGON dnstall any failure to build the truss In conformance with ANBI/TPI 1. or for handling, shipping, e AN RW COMPANY Installation a orating of trusses. 115 TOT.LD, 57.0 PSF SEQN-esl Si,this Mewing or cover paps listing this drawing. Indicates accustoms Sr professional engineering t'LLb 14,20 34204 r.gonsIbl l ity solely for ms deeign one.,. The suitability.e a..or this drawing for any structure Is the FROM BB 8351 Rovana Click responsibility of the building Designer per ANSI/TPI 1 S.e.2. s$e"Ta^�., DUR.FAC. 1.00 Sacramenlo,CA95828 For more information see this pot's general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alpineltw.cum;TPI: wsw.tpinst.org:PICA: was.shclndustry.com: ICC: ewe.Iccsefe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - B ) Top chord 4x2 HF #2 :T2 4x2 HF #1&Bet.: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Negative reaction(s) of -202# MAX. (See below) from a non-wind load appropriate span rated glue-nailed wood sheathing. case requires uplift connection. Max JT VERT DEFL: LL: 0.32" DL: 0.25". See detail DEFLCAMB1014 for Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 1- 22-11-0 1'.2-5 I 2-9-0 30" Typ, W=3X5- {- { 3X5= = 3X3= 4X83X7- T2 4X12= 3X5= -t- 1-6-0 9-0-0 W=3X5- 3X = 3X10= 3X5= 4X12= 4X1= 3X5= Lc 20-1-0 >l< 6-8-4 >1 2-7-8 _ 2-6-12 2-6-12 1-2-12 I� I_ ,L �2-6-12 ��2-2-0�I� 2-7-8 ylc 2-6-12 2-6-12 �I< 2-7-8 �c >c 2-8-4 aJ I.< 5-2-4 T 5-1-8 2-2-0 2-7-8 5-1-8 2-7-8 li_2_1� 2-8-4 1 1 26-9-4 Over 3 Supports R=1061 W=2.5" R=1945 W=3.5" R=276/-202 W=3,75" Note: All Plates Are 2X4 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) F�EO PRpFF PLT TYP. Wave FT/RT=10%(0°%)/4(0) 15.02.'9 T G11 4 pie OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "'WARNING!**READ NO FOLLOW ALL MOTES 0g THIS DI 1•1i61 Ui F 825 N 4thAve,Cornelius OR 97113 "ITiNT" FURNISH THIS°'""N°To u'z"r""e'°"s n�culol"B THE INSTALLERS. j� �G �Q TC LL 40.0 PSF REF R7175— 2338 ''bases 83284PE require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow to _ the latest edition of SCSI (Building Component Safety Information,by TPI and CTCA) for safety practices prior eL ,tie' _ DL 10.0 PSF DATE 12/04/17 to performing these functions. Installersshallprovide teeporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint or webs shall have bracing installed per SCS BC DL 7.0 PSF DRW CAUSR7175 17336295 Al LP IID- o�� sections 83, B7 or B10, as applicable. Apply plates to each face of truss position as shown above and on )'2/05'2017 the Joint Dotal., unless noted otherwise. Refer to drawings 160A-2 forstandard plate position.. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine. a division of ITW o Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, AN frWCOMR4NY installation A bracing of trusses. 1 G TOT.LD, 57.0 PSF SEAN- 11592 A.el en this Wooing or Gower pegs listing this drawing, indio.W eeeept.,we or prerselen.l engineering ` LY 14,20 m r..pen.iDIlity solely Ter the deign sheen. The suiti_ility and w.of this dewing for.rly Stratton,is the 8351 Rovana Circic r-Ra.-iblilty of the Building Designs per ANSI/TPI 1 S.G.2. S$el!Tan - DUR.FAC. 1.00 FROM BB Sacrallxnlo,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.aipinwltw.com; TPI: www.tpinst.org; BCCA: www.sbcindustry.com; ICC:www.lccaafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - D ) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 :B2 4x2 HF #1&Bet.: bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Max JT VERT DEFL: LL: 0.49" DL: 0.34". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Trusses to be spaced at 16.0" OC maximum. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 8.75" I• 13-0-0 -f- -f- 10-4-8 •I 30" Typ, i F..30" W=3X5 3X10= 3X5= 3X3= 3X5= 3X10= • '1-6-0 1-6-0 V X19-0-0 i B2 3X7= 3X10= 3X5= 3X5= 3X10= 3X7= W=H0312 L 2-7-8 5-2-4 2-6-12 2-6-12 5-_1-g 2-6-12 4.c2-7-8 �1�"4r 2-6-12 5-1-8 2-6-12 >142-6-12 5-_ 2-4 2-7-8 24-1-4 Over 2 Supports R=916 W=2.5" R=916 W=3.75" Note: All Plates Are 2X4 Except As Shown. EO PROF Design Crit: IRC2012/TPI-2007(STD) F PLT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 15.02.r,,;r T t, „12 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!**READ AND FOLLOW ALI.NOTES ON MIS Deems! � /Q� TC LL 40.0 PSF REF R7175- 2339 825 N 4th Ave,Comelius OR 97113 'wII TASIT" FURNISH MIS DRAPING TO ALL COMPACTORS INCWBINO TME INSTALLERS. 83294PE Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for eafety Practice.prior Iee,n DL 10.0 PSF DATE 12/04/17 n to performing these flections. Installers shalt provide teegaorary bracing par BCS1. Unless noted otherwise, tap chord shall have properly attached structural sheathing end bottom chord shall have a properly attached BC DL 7,0 PSF rigid ceiling Locations shown for permanent lateral restraint of mobs shall have bracing Installed per ccs DRW CAUSR7175 17338310 A LL �U N sections B3 B7 or B10, as applicable. Apply plates to each face of truss tand position as shown above and on 12/05/2017 I the Joint Be rile, wnlaes noted otherwise. Rafe toswinge 160A-Z for,andard plata poaitia e. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a mvlston of ITW Bwilding cama,ents croup Ino. snail of be respansmte for any devl1 frau this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for haInIning, shipping, eA le L` TOT.LD. 57.0 PSF SEQN- 11608 AN ITW COMPANY instal lotion A ^I bracing or trusses. A seal pe. engineering en this drawing or cover p .listing tills drawing, indicates.ee.pt.nos or pror. Ia.I gineerinp (en&Y 14,20 Qin . responsibility api.iy for the design.hen. The suitability avid lee or vedrawa vel.drawing for any structure the 8351 Royale Circle re.pel.lblllty of the Building Weidner par ANSI/TPI 1 See.2. sSell Tan`' DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 16.0" JREF- 1W6H7175Z22 a MAaw INE:am TPI: vww.tpinst.brg:PTCA:waw.sbcinduetry.com; ICC: maw.iccsefe.brg Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - I ) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Max JT VERT DEFL: LL: 0.23" DL: 0.22". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50, Truss must be installed as shown with top chord up. +20.125" 7-10-8 -I- 7-10-8 -I E 30" Typ. I q 2X4111 3X10= 2X4111 3X5= =3X52X4111 3X10= 11 2X41 ,000°.°°°°°°°"' -."14441414414%,„„ - ,•„0.0"1"-°-:.fri_ 4444114'........_. - _...„,000."---....--414 .. 1-6-0 `� 9-0-0 r 3X10= 2X4 III 2X4 III 3X10= 3X7= 3X7 2-7-8 2-6-12 2-7-8 1-9-10 2-7-8 2-6-12 2-7-8 5-2-4 2-7-8 1-9-10 2-7-8 5-2-4 I-. 17-5-2 Over 2 Supports R=993 W=3,75" R=993 Design Crit: IRC2012/TPI-2007(STD) 0t1 PROF�,9 PLT TYP. Wave FT/RT=10%(0% /4(0 15.O2..A 14l�GMIN : 4e OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ei rARNINGI".REw INC FSLEBN ALL NOTES ON nos DIUNINGH 4/r ^ REF R7175 2340 825 N 4th Ave,Cornelius OR 97113 re extreme c• FURNISH THIS BRINING TO ALL CONTRACTORS Wiand THE INSTALLERS. TC LL 40.0 PSF Trusses require extreme c In fabricating, handling, shipping, installing and bracing. Refer to and hallow the latest edition of SCSI (Building Component Safety Information. byTPIand WTCA) for safety practices prior / DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall haw a properly attached rigid ceiling Locations shown for permanent leterel restraint of..shell have bracing Installed per tics, 1 t :C DL 7.0 PSF DRW CAUSR7175 17338290 �� sections B3, B7 or B10, as applicable. Apply plates each face of to and position as shown above and on 1 2/05//20 1 7 ,4 All IIirE the Joint Dotal's, unless noted otherwise, Refer to drawings180A-Z for standard plate positions. Alpine, a division of ITN Building Components croup Inc.shalt not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handiing, shipping, IP w e AN RW COMPANY Installation&bracing of trusses. 4p �/�Y d+ 0 TOT.LD. 57.0 PSF SEQN- 11616 A seal en this droving el.covet Rats Meting this drawing, Indleete..eooet.ne.of prorosalen.l engineering � 14.10 r prrlbl l ley solely for the de.lgn shown. The suitability.rd use of this df..Hng for any structure I.the V e 8351 RovanaCircle reepeselbllity of w Building Re ign r per ANSI/TPI I s.e.E. *sell Ta <. DUR.FAC. 1.00 FROM BB . Sacramento,CA 95828 For more Information see this Jobs general notos page and these Rab sites: JREF- 1 W6H7 1 7 5222 ALPINE.www.alpineitw.com:TPI, ww.tpinst.erg; NTCA:www.abcindustry.com; ICC:www.icoafe.erg Renewal 8/30/2018 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrslde 2885 Floor Mast -- master HILLSBORO, OR - J ) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Max JT VERT DEFL: LL: 0.24" DL: 0.23". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. 7-10-8 21.5" �- 7-10-8 i 30" Typ. i 2X4 III 3X10= 2X4 ill 3X5= 3X5= 2X4 III 3X10= 2X4 III j ....010°........"' -.4444444444444140.. - ......--------:k ___..5r,:„.,,5,25, ..5.2.:Y" 1-6-0 3X10= 2X4 III 2X4 III 3X10= 3X7= 3X7= f L 2-7-8 _I_ 2-6-12 ic 2-7-8 3.1.c 1-11-0 >1.` 2-7-8 'I` 2-6-12 _I_ 2-7-8 5-2-4 2-7-8 1-11-0 2-7-8 5-2-4 17-6-8 Over 2 Supports R=1000 W=3.75" R=1000 W=1.75" � O PROp PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) # FS FT/RT=10%(0%)/4(0) 15.02.'4 1 ,QSN : ,. OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 •111ARNINBI as READ ANG NA7LLGII ALL mons on THIS DRAWING! ` REF R7175— 2341 825 N 4th Ave,Comelius OR 97113 **IMPORTANT" FURNISH THIS DRAWING m ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE TC LL 40.0 PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fellow DL 1 0.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Informetlen, by TPI and WTCA) far safety practices prior /'" to performing these functions. Installers shall provide tellporary bracing per SCSI. Unless noted otherwise, — top chord shall have properly attached structure! sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7l75 17338289 rigid calling. Locations shown for permanent lateral restraint of webs shall hove bracing Installed per BCSI sectionsTM B3, B7 or Bio, as applicable. Apply plates to each face of trussand position as shorn above and on 12/05/2017 ALF -^ '[ the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. Alpine, a division of ITS Building Compcnents Group Inc. shall not be respenslbie for art deviation fres this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC • drawing, any failure to build the truss In conformance with ANSI/TPI 1. or for handling, shipping, a0 AN ITR COMPANY Inatallan til A orating of trusses. 4 V✓LY 14,200 0 TOT,LD. 57.0 PSF SEQN- 11618 . A wl on this droving or eewr page listing this miming. Indicate*acceptance or professional engineering s reepbnelbl I Iq ofsolelythe for w crepe MOaI, The caultYll llq era use of tl11.growing for any structure le the 8351RovanaCircle responsibilityoftheNufIdi,gDesigner ANSI,TOI1Sec.2- $eIITar DUR,FAC. 1.00 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page end these sob sites: a ALPINE:ww.elpineltw.cem:TPI: sww.tpinst.org: WTCA: sww.sbcindustry.cam; ICC:ewv.iccsafe.org Renewal 8/30/2018 SPACING 24.0" JREF- 1 W6H7 1 7 5Z22 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - JGE ) Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 1 plate(s) require special positioning. Refer to scaled plate Provide for complete drainage of roof. plot details for special positioning requirements. Fasten rated sheathing to one face of this frame. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. SPECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) Truss must be installed as shown with top chord up. TC - From 124 PLF at 0.00 to 124 PLF at 2.33 BC - From 7 PLF at 0.00 to 7 PLF at 2.33 1.5X3 III 1.5X3 III 1.5X3 Ill ■._■_■ I-I,f3X5(**)(1) EE 1-6-0 1-6-0 gym■ rma 3X5= == � � � 3X5= ,..., 1.5X3 III 1.5X3 III 1.5X3 III 2"4'0 ° 2-2-8 J 2-4-0 Over er Continuous Support R=131 PLF W=2-4-0 Design Cr i t: I RC2012/TPI-2007(STD) its°PROp,s PLT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .'5 G s S.O OR/-/1/-/-/R/- Scale =.5"/Ft. Truss ComponentsofOregon (503)357-2118e7NWING1ee�mAID FOLLOW ALL NOTES ONTHIS gWAWIIGI 825 N 4t IAve,Cornelius OR 97113 "I�°RT Pu+"Isx TMI°°Iw1"°T°u 1 'w"I""eTONs IHau°I"°1"e IxsTA�as• Al g3284PE�� TC LL 40.0 PSF REF R7175— 2342 Trusses require extreme re In fabricating, handling, shipping, Installing end bracing. Refer to and fallow /� DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information,by TPI and WfCA) for safety practices prior i{. ' a. to performing these f,nctions. Installers shell provide tesPorary bracing per SCSI. Unless noted otherwise, top chard shall have properly at teched structural sheathing and bottom chord shall haw a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs Shan have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338291 sections B3, B7 or B1 g, as applicable. Apply plates Co each face of truss and position as snow,aboveon and Jthe faint Details, unlessnoted otherwise. Refer to drawings 160A-Z for standard plate positions. 12!05!2017 BC LL 0.0 PSF CA—ENG PBC/RTT ��O`� Alpine, a division of ITe Building components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, ' AN rrW COMPANY installation b bracing of trusses. 13y �' C TOT.LD. 57.0 PSF SEQN- 102955 A awl l an this drselrg or cover pelisting this erasing. Indicates sweeten**or profww " lanal anplrl �/LY 14,1g g" responsibility solely for the assign shorn. The suitability aria w or this drawing for any structure is the �,/ OUR.FAC. 1.00 FROM BB 8351 Rovana Cwcle reepmrlbillty of the Building grigner par ANSI/TPI 1 Sad.2. S Sacramento.CA 95828 For more information see this Job's general notes page and these sob sites: 5�+�Tai e ALPINES sww.alpineib.cwm;TPI: wws.epirmt.arg;WfCA:sww.sbcindmiry.com; ICC:wmw.iccsefa.arg Renewed a/anrtilrTa SPACING 24.0" J REF- 1 W6H7 1 7 5Z22 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - AGE ) Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 5 plate(s) require special positioning. Refer to Bottom chord checked for 10.00 psf non-concurrent bottom chord live scaled plate plot details for special positioning requirements. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. 1 1-6-0 1-6-0 I I } I I l I I I I 1 // ///,/,%// 2X4= 3X5(**) -- 3X5(** — 3X5(**) = 3X5(**) -- 2X4 3 5(**) Fc 8-1-0 0-1-8 4L 7-11-8 J Fc 8-1-0 Over Continuous Support R=131 PLF W=8-1-0 Note: All Plates Are 1 .5X3 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) SLE F4.. PLT TYP. Wave FT/RT=10% 0%)/4(0) 15.02.18 ,dgetpmh, u,4y1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!ae READ AND FOLLOW ALL tams on TMs roam 825N 4th Ave,Cornelius OR 97113 •'Hr0RTum' FURNISH THIS°RAISING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� TC LL 40.0 PSF REF R7175- 2343 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow /� the latest edition of SCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior r{ / DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers ushall provide temporary bracing per BCsI. unless noted otherwise, top4111111116 chord shell have properly attached stn cY ral sheating and bottom chord Shell have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338288 rigid ceiling. Locations shown for permanent u lateral restraint f webs shall have bracing installedperBC Al��0�� standard plate positions.sacci ons B3. B7 or 610, as appilcebie. Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for 12/05/2017 BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITN Building Crnpments Group Inc. shalt not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or far handling, shipping, • AN ITW COMPANY installation A orating of trusses. G d„ 0 TOT.LD. 57.0 PSF SEN— 24802 A•sal on this drawing or cover page listing this drawing. Indicates wa•ptaes or prore.aiee.l engineeringV ~ reeperribi I ittyy.ei.iythi re I Id ng ami per ANSI suitability11 Ord use or this doming for.rq,asreeter.is . S LY 14,20 , DUR.FAC. 1 .00 FROM BB 8351 RoushCirck eel)Tan - Sacramento.CA95828 For more information see thea Job's general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 • ALPINE:www.elpi ro •itw.com;TPI:• stag)rmia t.org;WTCA:www.sbcintltry.can; ICC:wra,iccsafa.nrg QrmW�M �� — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - A ) Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. I30" Typ. H 3X5= 1.5X3 III 3X5--- 1.5X3 III 1.5X3 III 1-6-01-6-0 S = 9-0-0 3X5= 3X3 1 .5X3 III 3X 0"12 of 2-6-12 2-6-12 2�8_ 2-7-8 a 1z 5-2-4 2-8-4 k8-1-0 Over 2 Supports >{ R=461 R=461 W=2.5" Design Crit: IRC2012/TPI-2007(STD) fg PRUFF PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.f$ NG ,F� r:�.3 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ei71WNlNGIee READ AND FOLLOW ALL NOTES ON THIS DRININDI Za REF R7175— 2344 825 N 4th Ave,Cornelius OR 97113 ''IMPORTANT•• FURNISH THIS DAMNS To ALL CONTRADTERS INCURSION THE INSTALLERS. �(J g3294PE TC LL 40.0 PSF Trusses require ditio sof Bona care In ngDCompolrg, SfetyI handling, shipping, Installing and bracing. Royer to and follow 9J DL 10.0 PSF DATE 12/04/17 the latest edition of BLSI (Building Component Safety Information, by TPI ane MTCA) for safety practices prior °..+ to performing three functions. Installers shall provide teaporary bracing per SCSI. Unless noted otherwise, 4116 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed par eC BC DL 7.0 PSFDRW CAUSR7175 17338302 UPI] sacci ms B3, 87 or Si0. as applicable.e. Apply places m each face of cru and position as sM1oen above and on A (IIILJ- the Joint Details, unless noted otherwise. Refer to drawings 160A-z for plate positions. 12/05/20 1 7 BC LL 0.0 PSF CA-ENG CWC/CWC ,4 Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this /� drawing, any failure to build the AN rTW COMPANY Installation A bracingo of trusses.drawing, ON truss in conformance with ANSI/TPI 1, or for handling. shipping, �/� A� TOT.LD. 57.0 PSF SEQN— 112564 . A awl an this drawing or cover page listing this drawing, Indicate*acceptance of professional alpie•lfg �Cy `k r 14,26� 1f reepontlbllity solely for the design shown. The suitability and use of thle drawing for any structure le the V Tar8351 RovanaCircie r.fpafablllty f this euileing Designer per ANSI/Ipl ,s.a.t. Sell 'C DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more information sae thisgeneral notes page and these web alma: SPACING 24.0" JREF- 1 W6H7 1 7 5222 ALPINE;www.alpirrltw.cpm; TPI: www.tpl mt.o.erg; WTCA:www.sbcintlnec[ry,cm; ICL:www.Iccsafa.prg Rawrfd R!A„/fAVt THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - E ) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live appropriate span rated glue-nailed wood sheathing. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 7-10-86 1- 7-10-8 30" Typ. 3X3-- 2X4 X3=2X4 III 3X10= 2X4 III 3X3= 2X4 III 3X10= 2X4 III 1-6-0 + 1-6-0 f r = 9-0-0 3X7 3X10= 2X4 III 3X10= 2X4 III 3X7 L 2-7-8 5 2-4 2-6-12 y 2-7-g >Iing I< 2-7-88 > ' 2-6-12 5-2-4 2-7-8 J [ 'T` 16-3-0 Over 2 Supports >1 1 R=926 R=926 W=2.5" iso PROfid' Design Crit: IRC2012/TPI-2007(STD) ,�G S PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02..1 .CSAN4ia u:, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARNING,ae READ AND FOLLOW ALL NOTES ON THIS DINNING! REF R7175- 2345 825 N 4th Ave,Cornelius OR 97113 a:InPORTAN • FURNISH MIS.handling, TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i 83294PE "TC LL 40.0 PSF Trusses require extreme care In fabricating,handling, shipping, installing and bracing. Refer to and follow /- the latent edition of SCSI (Building Component Safety Information, by TPI aro RICA) for safety practices prior 0,,,....-- the 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shell have properly attached structural sheetheng and bottom chord shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have breclrg installed per SCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338305 A�L=3U N E see Ions 8T, B7ti or unlB10ess as applicable other Apply plates to wings 160 of truss and rd plate as shown above and on J the Alpine, odivi la. moose noted otherwise. Refer to drawls l not for standard plata positions. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of Ibu Building the ng Components Gorman Inc.shell not be responsible for any deviation from this tlnewirg, any failure go Wild she truss in conformance with ANSI/TPI 1, or for handling, shipping. w AN RW COMPANY inatailan A bracing of trusses. G yi�y 14,2644 t� TOT.LD. 57.0 PSF SEQN- 11594 A s.1 on this Proofing or Gower page listing this ermine. Inclines.eocepisfd of profeesio nel enairoerinp _e\ raepolleibI i ity soloist for the dRlgn show. The suitability she use of this droving for any structure le the V e 8351 Rovana Cvck responsibility or the&aiding Designer per ANSI/TPI 154,0.2. ell Tan DUR.FAC. 1.00 FROM BB saQalnfnlo,C705828 Per more Information sea this Job's general wnotes page and thane web setae: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alpinelYw.cam;TPI: www.tpinst.org; WfCA: wa.sbcl„duatry.cae; ICC: www.lccsere.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - G) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live load appropriate span rated glue-nailed wood sheathing. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Asymmetric truss design-Do not install end-for-end. ( 30" Typ. 1 2X4 III W=3X5 2X4111 3X5- 2X4 III 3X5- 2X411) 3X7= 2X4 III 3X3= 3X5- 2X4111 1-6 L 1 3X3= - //="" Y + 9-0-0 3X5= W=3X5 3X7= 3X3 3X5- T 3X5- 3X10- lz 10-0-4 >1< 13-0-0 I< 2-7-8 _I_ 2-6-12 ). 2-1-0 L 2-6-122-6-12 2-6-12 'I< 2-7-8 >I< 2-6-12 7-7-8 5-1-8 5-2-4 4-7-12 ,i, 2-7-8 5-2-4 23-0-4 Over 3 Supports >1 R=493 W=3.75" R=1592 W=3.5" R=642 EO PROpp Design Crit: IRC2012/TPI-2007(STD) .c41' SS PLT TYP. Wave FT/RT=10%(0%)/4(0 16.01..,E •�{.OaNlr_ /O OR/-/1/-/-/R/- Scale =.35"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!.•READ AND FOLLOW ALL NOTES al nos OWNING( _ 825N 4th Ave,Comelius OR 97113 "IIWONTANr" FURNISH MIS awls To ALL coonvemNs INCLUDING THE INSTALLER. 4goTC LL 40.0 PSF REF R7175- 2346 Trusses require extreme care In fabricating, handling, shipping, Installing d bracing. Refer to and follow the latest edition of GCS! (Building Component Safety Information, by TPI and W CA) for safety practices prior /�� IL 10.0 PSF DATE 12/05/17 to performing these functions. Installersshall provide tellporary bracing per SCSI. unless noted otherwise, cop chord shell have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent nt lets.. restraint of webs shall have bracing Instal led per SCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17339011 A�L��� sections B3, 67 or Bio, as applicable. Apply plates to each race of truss position as shown above dna on z=-:=. 7,;-=‘,7:7--...=0:::::::::%:-.7.:—::::::::-.7,,,:::,- ha�pint Details, p„lass noted otharvwlsa. Bafar<p drowings 1BGA-2 for a soda::plata positlols. OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT Alpl nen a dlvl Sion of ITW Builtll ng Crngw+ants Group Inc. shall not be raapongible for Cry davlatlon Prof this a drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses. 'Zig 14,20� 0 TOT.LD. 57.0 PSF SEQN— 154038 A .I an this drowsing or cover page listing this drwiag, indices.acceptance of pfofeeelt.iengineering4S '� responsibility solely 1br the design Show. The suitability std use of this arwlag for any structure la . V 8351 RovssaCirck r-�-IbI l lt„of the Building Designer per NISI/TPI T sum.:. 3@P1 Tao - DUR,FAC. 1.00 FROM BB Sacramento,CA 95828 For more Information sea this,jobs general notes page and those web sites: Renewal 6/80/2016 SPACING 24.0” J REF- 1 W6H7 1 7 5222 s ALPINE:www.alpineltw.coa; TPI: wwre,tPinst.org; WTCA: www.abcinduscry.com; ICC:www.lccsafe.orq ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - H ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live appropriate span rated glue-nailed wood sheathing. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. F 7-10-8 4.5' '� 5-3-0 30" TYp• _1 1.5X3 III 1.5X3 III 3X7= 1.5X3 III 3X3= 3X7= 1.5X3 III 1-6-0 1-6-0 3X7= 1.5X3 111 - 3X5= 3X5= 3X5= 2-7-8 5-2 2-6-12 >I_.. 2-7-8 J_ 2-7-8 2-7-8 5-2-4 '1 k13-6-0 Over 2 Supports R=769 W=1.75" R=769 W=1.75" tp PROFS Design Crit: IRC2012/TPI-2007(STD) ,c(G S PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.0eiea .G N Fie o. OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "'rARNINGt•'NEAo AND raw Au NOTES on Tins owrINGI 825N 4th Ave,Comelius OR 97113 '•IMPORTANT•• FURNISH IBIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. AP 83294PE . TC LL 40.0 PSF REF R7175- 2347 Trusses require extreme c in febricet log,handling, shipping, installing and bracing. Refer to and follow ow ire..- — the latest edition of SCSI (Building Component Safety Information, by TPl end KTCA) for safety practices prior IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shell provide temporary braving per BCS1. Unless noted otherwise, top chord shall have properly attachedstructure! sheathing sod bottom chord shall have a properly attached :C DL rigid telling_ Locations shown far permanent lateral restraint or eebs shell have bracing installed per SCSI 12/052017 7.0 PSF DRW CAUSR7175 17338308 A�LO\ N .action.B3. BT or MG, as applicable. APPIy plates to each face of trussand position as shown above and on L J//GG Jthe�alnt Gat�lia. "visas octad atna...ise. Refer td drawings 1BGA-Z:'rtandard plate Paaltldna. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC Alplrue, a diva sl on or ITW Building ConTumants Group Inc.shall not be reapanslble for erry dsvlatlon from this Crewing. any failure to build the truss in conformance with ANSI/TPl 1, or for handling. shipping, AN ITWCOMPANY Installation A bracing of trusses. CO 4'141'14 qo� t4) TOT.LD. 57.0 PSF SEAN- 11711 A awl on this drawing or cover pogo listing this drawing. Inele.tas acceptance of pfefaNlai.l engineering fsepe slbl l lty solely Por en.design Owen. The suitability vel la.of this droving for soy structure is the �g ft Tar DUR.FAC. 1.00 FROM BB 8351 Rovana Crck r.epanalbl l lty of the Building Bwlper per ANSI/TPI 1 Ssc.2. Sacramento.CA 95826 Far more Information see this jons general notes page and iha.e web alta,: Renewal 8130/2018 SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alpineltw.com;TPI: www.tpinst.org; MTCA: ww.sbcindustry.coa; ICC: ww.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - HGE ) Top chord 4x2 HF #2 :T16 4x2 HF #1&Bet.: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the (I) - plates so marked were sized using 0% Fabrication appropriate span rated glue-nailed wood sheathing. - Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 17 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. W=3X5= T16 T1-6-0 - - - - +,- - - - - - +�r- - - - T �_1 LJ l�l 1.;'..1 l,,,1 Li 1 1�1 1�1 I:I 1_I ) I Li {_1 Li LJ 1-6I-0 V . 9-0-0 V //..i( ice/// (7i� ��iiiii i,// /�/,,/iiii///7//ilii/k//- ,5(,..5/...:' i_� 3X **) 3X * ) — 3 (* )= 3 (* )= 3X ( *) — 3X5( *)— W=3X5- 3X5(rr) _ rr rr er rr *r rr 3X5(**) = 3X5(**) 3X5( )(I) = 3X5( ) - 3X5( ) = 3X5( ) - 3X5( ) = 3X5( )= 3X5(**) 23-5-12 0-1-8 0-o-1 8 JI 8-7-12 -I_.,, 14-0-4 -I 1" 23-5-12 Over 2 Supports R=131 PLF W=18-0-0 R=81 PLF W=8-9-4 Note: All Plates Are 2X4 Except As Shown. O PRO Design Crit: IRC2012/TPI-2007(STD) tk"� x� PLT TYP. Wave FT/RT=10% O% /4 0 16.01 .' E s+r ( ) ( ) G f 'Ai OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 ""r1 INGI”NEAo W FOLLOW ALL NOTES d1 THIS OWING! �` 825 N 4th Ave,Comelius OR 97113 *•IMPORTANT•* FURNISH THIS MAIN TO ALL.CONTRACTORS INCLUDING THE INSTAUENs• �� Qi AQ 9 TC LL 40.0 PSF REF R7175- 2348 Trusses require extrema re In fabricating, handling, to $3294PE shipping, installing d bracing. Refer and fpllow 0,e,- DL 10.0 PSF DATE 12/04/17 the latest edition functions.t ( I nt Llero t l prov Ieftemporar by TPI entl RSCSI for lessty tedcother is . .i _ to performing tMav lInstallers shall provide temporary bo brat lhg per ell Unless noted otherwise. — ropia chordtl sngll have properly attached stressentula( sheathing reitg ant bottom chord el shall brae a properly dattached BC BC DL 7.0 PSF rigid tailing. Locations shown for permanent lateral restraint of webs churl have)raping Installed per BC DRW CAUSR7175 17338284 ,4�L�)= sections B3, B7 or B10, as applicable. Apply plates to each race or truss tand position as shown above and on 12/05/2017 the Joint Details. -areas noted onarwise. Refer to tlrawinga 160Ad ror a andard plata positlnna. BC LL 0.0 PSF CA-ENG PBC/RTT AIPi�. a diel slog oP I7W Eurltli ng Components Group Inc.alall not be responsible for arty rbvlatlen from this OREGON drawing, any failure go build she truss In conformance with ANSI/TPI 1, or for handling,shipping, r TOT.LD. 57.0 PSF SEQN- 1 02959 AN ITW COMPAFIY installation any bracing or Rthe A seal on this drmellag or easier page listing this drawing. IMIpaW eee.ptYtlm Of prefeesionmi engineering G `fLY1420 /� responsibility solely for the design shown. The suitability nm use of this dowing ror any structure is the -s� � v � 8351 Roma Circk responsibility of the Building Weisner pr ANSI/TPI /sec.2, °ell Tao DUR.FAC. 1.00 FROM BB Saaamcnlo CA 95828 For more information see this Jobs general notes page and these sob sites: SPACING 24.0" J REF- 1 W6H7 1 7 5222 e ALPINE:e.nn alai neite,eom;TPI: oee.tpl nst.nrg;WTCA: mww.sbcledusery.can; ICC: www.iccsa ra.nrg Renewal 6/30/201$ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - F ) Top chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Bot chord 4x2 HF #2 load applied per IRC-12 section 301.5. Webs 4x2 DF-L Std/Stud Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 2-9-0 + 11" E. 2-9-0 30" TYP. 1.5X3111 3X3= 3X3= 1.5X3111 1-6-01-6-0 I/ _ - _40900 1 .5X3 III 3X3= 3X3= 1 .5X3 HI o.2 2-7-8 1-0-8�I_2 -7-8 2-8-4 1-0-8 2-8-4 4 1 Ec 6-5-0 Over 2 Supports >I R=366 W=2.5" R=366 Design Crit: I RC2012/TPI—2007(STD) QED PRO. _ PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01 .f.4 .hN0e 1 OR/—/1/—/—/R/— Scale =.5"/Ft. WARNING!"" FOLLOW ALL NOTES 011 THIS DIUNIGI TtvssCompt/nentsofOregon (503)357-2118 "WARNING!**IS THIS OWNING To ALL eoNrNAeTogs INCLUDING THE INSTALLERS. Ok. 04 � ?. TC LL 40.0 PSF REF R7175— 2349 825N4th Ave,Cornelius OR 97113 Trusses rewire octroea re In fabricating, handl) shipping, Instals 83294PE 'D handling, sir g, ng RIC braor" Refer and follow � DL 10.0 PSF DATE 12/04/17 the latest ngl then of Oct! ns, ltl Installers Component Safety Information.by TPI and RICA) for safety ted o her is, - to Performing three fproperly attached structurshelal provide ng and tom bracing per SCSall Unless notproperly oattached tap chord shall have pons%he a tot pe sir mural ral restraint and bet tem chord Shall have a pinstaly atper ed BC DL 7.0 PSF DRW CAUSR7175 17338285 rigid calling. locations shown Tor permanent lateral resCral nC of webs shbll have bracing Instbl letl per 8C A LL=)—N a sections 83. BT or 810, as noted otherwise. Apply plates each face of trussand position as show 00000 and only05/201 7 � the feint Details, unless stied otherwise. Riferto drawings 160A-Z forstandardplate positions. BC LL 0.0 PSF CA—ENG CWC/CWC Alpine, a division of ITN Building Components group Inc. shall not be responsible for any deviation from this OREGON drawing. any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping. ,I�I� ` AN tfW COMPANY installation a bracing of trusses. C TOT.LD. 57.0 PSF SEQN— 350844 A rl.n thle ar..lrg or ecr.,papa 11.11.0 Si.drooleg, Indlo.E.s aoo.ptenee or professional engineering r� ti, 14,24 • responsibility solely Ter the d..i¢1*aeon. The suitability end use of this drawing for any etrustre le the 6i .'t DUR.FAC. 1 .00 FROM BB 8351 Rovana Cvck reepe,.lblIlty or t0 Building Designer par A0*l/TPl 1 See.2. sell Tari Sacramento.CA 95828 For more information see this Job's general notes page and these web sites; SPACING 24.0" JREF— 1W6H7175Z22 ALPINE:www.alpinaitw.coa; IPI, www.tpinst.org; MA,www.sbclndustry.com; ICC:srw.iccsafe.org ` RAINWIV Waa201B THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - M ) Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live Special loads load applied per IRC-12 section 301.5. (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 3.52 Deflection meets L/480 live and L/360 total load. Creep increase BC- From 14 plf at 0.00 to 14 plf at 3.52 factor for dead load is 1.50. TC- -365.00 lb Conc. Load at 1.69 Truss must be installed as shown with top chord up. (' 2-9-0 7.70-1-8 -I- -l1 30" Typ. 1 .5X3 III 1.5X3 III 3X3= . e 1-6-0 1-6-0 i IN i 49-0-0 , 3X3= 1.5X3 III 1 .5X3 III ij' 2-7-8 ,1,90411.- 112 f 2-8-4 -T-9"4iT2 3-6-4 Over 2 Supports y) R=95 R=95 so Design Crit: IRC2012/TPI-2007(STD) QIL PROFfiO PLT TYP. Wave FT/RT=10%(0%)/4(0) 16.O1.'d�j 4c4FS/0 0OR/-/1/-/-/R/- Scale =.5"/Ft. M Truss Components of Oregon (503)357-2118 "WARNING1ee READ AFOLLOW ALL NOTES ca nestwwINGI Z 825N 4th Ave,Cornelius OR 97113 a•INPONTANr' FURNIBN THIS ONH/NO To ALL CaN limes MOLDING THEMULLETS. 83294PE p TC LL 40.0 PSF REF R7175- 2350 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow . the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior I DL 10.0 PSF DATE 12/04/17 to performing three functions. Installers shell provide temporary bracing per BCSI. unless noted otherwise. top chord shall have properly attarhed structural sheathing and bottom arra shall have a properly attached C DL 7.0 PSF rigid ceiling. Locations sham for permanent lateral restraint of webs shall have bracing .natalled par BCSI 12/05/2017 DRW CAUSR7175 17338293 A I-,L�9_N E thet onsJoint 83. ai or B10unless as applicable.other Apply plates todr each face of trufor and position te as shorn above and on ' the in, Details. uof IT noted ingeCotherwise. Rarer up ngsshe l not a forstandardpiste positions.deviation OREGON BC LL 0.0 PSF CA-ENG PBC/RTT Alwin, a division of ITN Bedi lh Componentson Group Inc.In w.shell not b1 nor for bee fon any tlpping.en from this v drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for harmll ung, shipping, AN ITW COMPANY lnstalletlon A bracing of trusses. `ZLY 14,20 TOT.LD. 57.0 PSF SEQN- 39505 A awl on this dreelnp or Gear pope listings this drawllp, Indloabe aaaeptaneo of profseslanal.rpinoarl G 0 reenmsibl I Ify aalaly for ter*anon sheen. The suitability arra w of rails drawing for any souetun I.Vr _ 8351 RovyN Cirok ra.parribllityy of he.gsg11E1ng oa.ignr p.r ANSI/TPI 1 S.e•2. ea e„Tal' DUR.FAC. 1.00 FROM BB Sacramento.CA 95626 For more information ser this wgeneral notes page and these web sites: g Renewal 6130/2018 SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:w .a.p.ntau l .cmn;TPI: Wmw.spi.tpi ns nt,o.org;WTCA: awv.sbcintlustry.cgn; ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - M1 ) Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 4 plate(s) require special positioning. Refer to Bottom chord checked for 10.00 psf non-concurrent bottom chord live scaled plate plot details for special positioning requirements. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. 14.5" if, 14.5" 17.20-1-6 1-6-0 1-6-0 I I I I i I i _4,9-0.0 3X3(**) = 3X5(**) 3X5(**) = 3X3(**) 1-c-1-4-12 -1-4-09118 0-1-8 -L,L.,. 3-4-12 3-6-4 Over 2 Supports R=201 R=201 Note: All Plates Are 1.5X3 Except As Shown. „ , PR Design Crit: IRC2012/TPI-2007(STD) 0LT'd �FF�SN PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.' �1 . c RN ` i ' OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARNING)•e READ AND FOLLOW ALL NOTES ON THIS owns' G 2 •IMPORTANT•• FURNISH nus DRNING TO Ali ODNrNAe7OR8 INCLUDING THE INSTALLERS. TC LL 40.0 PSF 8 SN 4th Ave.Ave,ComeliusOR97113 �'�': REF R7175- 2351 Trusses require extreme BCS c Ye in fang Component SfetyI handling, shippInformation. Installing and bracing. Refer to and prier �,,,.- DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Inforestl on,by TPI ape WTCA) for safety practices prior to performing these functions, tInstallers shell provide temporary bracing per SCSI. Unless noted otherwise, top chord Shall have properly a Cached structure! sheathing end bottom chord shall have a properly attached C DL A .MIN 7.0 PSF I1 rigid coiling. Locations shown for permanent leterel restraint or webs shall have bracing installed per SCSI 12/05/2017 DRW CAUSR7175 17338306 N sections B3, 67 or B10, as applicable. Apply plates to each face of truss position as sheen above and on the Joint Details, unless noted otherwise. Refer to drawings,bOA_Z forsta lard plate positions. BC LL 0.0 PSF CA—ENG CWC/CWC L� Alpine. of ITS Building Components croup Inc. shall not be responsible far any deviation from this OREGON r dressing, a any failure to build the truss In conformance with ANSI/TPI i, or for handling. shipping, AN iTW COMPANY installation A bracing of trusses. voLy,l4r2o° 4 TOT.LD. 57.0 PSF SEQN- 24813 A OW on this draping or toyer page listingthis drawing, engineering 10:11N ta�y, responsibility solely for the Orion shown. The suitability rid me of ng'roforw�structure Is the ♦v 8351 Rovana Circle re.prsibnity of the Building Designer per MSI/TPI 1 See.z. $eli TIatn OUR.FAC. 1.00 FROM BB Saaamento.CA9S828 Far more Information Pee this Jabs general notes page and theme web spas: g Renewal 6/3012018 SPACING 24.0” JREF- 1W6H7175Z22 s ALPINE;www.eiplrsltw.can; TPU: sww.tplrot.org; wrCA: wwv.abcindusery.can; ICC: waw.!ccsafe.nr ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - Z ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 3 plate(s) require special positioning. Refer to scaled Bottom chord checked for 10.00 psf non-concurrent bottom chord live plate plot details for special positioning requirements. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. 3X5(**) 3X5(**) 1-6-0 11111'A'-',.l 1-6-0 pummiummoommummommimmummisommmummem • 111•11111/A: 1111111111111111111 r , 2X4= 3X5(**) = 2X4-- k X4=k 5-5-14 0-1-8 .11._ 5-4-6 J k--5-5-14 Over Continuous Support R=131 PLF W=5-5-14 Note: All Plates Are 1.5X3 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) �,¢1ED PROFFS PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.fa!�1 Ag t Q4 . ,g OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARRING!**we)ATM FOLLOW Au.Marcs at nus want' 4 REF R7175- 2352 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.* FURNISH THIS CRANING m ALL CONTRACTORS INCLUDING/ME INSTALLERS. �S}� �TC LL 40.0 PSF Trusses require extreme are in fabricating,handling, shipping, Installing and bracing. Refer to and follow ++'� the latest edition of SCSI (Sul ming Component Safety Information,by TPI and wrcA) for safety practices prior DL 10.0 PSF DATE 12/04/17 to performing these fta,otlons. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, — xop chord shell have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid ceiling. Locations snow„for permanent lateral restreint of webs shall haye bracing installed per Bcsl DRW CAUSR7175 17338300 A LLJ ��N IE .. sections B3, 87 or unless as applicable. Apply plates to each face or truss position as shovel move and on 12/05/2017 o the l Jnint Detais,unleaa nntad otherwise. Refer to Inc. ngsshe l not fares redardsponsible plata positions. tiBC LL 0.0 PSF CA—ENG PBC/CWC Alpine, a y failure of ITV bu Building Components Uro Inc, shall of be nor forihan for any ippiatlan from this OREGON drawing, any fellure to build the truss in conformance with ANSI/Tel 1, or handling, shipping, AN ITwCOMPANY installation A bracing of trusses. 3Ven dr. 0 TOT.LD. 57.0 PSF SEQN- 26319 • A en ENI.droving or Goran page lifting this drawing. India...n aew.pe.,po of prsf...lah.i.Iglu.rl Ly 14,Zo t f.ep.wlbr l lay.ally nor the Orlon Moon. The suitability.re an.Sr this drawing for any.erl tun I.In. *sell Tan -. DUR.FAC. 1.00 FROM BB 8351 RovanaCirck r..pawlblllty of now Building Dsign.r par ANSI/TPI 1 S.a.2. S$ Sacramento,CA 95828 For more Information see this dm's general notes page and these web sites: w ALPINE,www.alpi eltw.con;TPI: sow.tpinat.org; WTCA: www.sbcindustry.cam; ICC: aww.lccsafe.org Renewal 6/30/2018 SPACING 24.0" JREF- 1W6H7175Z22 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - X ) Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Truss must be installed as shown with top chord up. Fasten rated sheathing to one face of this frame. b19.25" 0.-1-El 1.5X3 III 1 .5X3 III •MEMMIIMMOMMIIM. I 1-6-01I 1-6-0 2X4= •_m 2X4= -• •• 9-0-0 /// 1.5X3 111 1 .5X3 111 I<---1-10-4----1 0-1-8 -lL 1-8-12 _1 1-10-4 Over Continuous Support r- -1 R=114 PLF W=1-10-4 Design Crit: IRC2012/TPI-2007(STD) iri PRt�F's PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.'c4.0)'`' Eg1>fv FR •+) OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components ofOre on (503)357-2118 ""mIBG!""BEAD AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 saI1BGRTANTm FURNISH 1x18 DOMINO To ALL 1.'OIII mmala INCLUDING THE INSTALLERS. it// 83294PE .� TC LL 40.0 PSF REF R7175- 2353 Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and follow DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and MICA) for safety practices prior ,44111.., to performing these functions. tInstallers shall provide temporary bracing per SCSI, Unless noted otherwise, top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338299 rigid tel Locations sham for permanent lateral restraint of webs shall have bracing Installed per BCSI ,4 1 �[I N[E sections B3 ' , BT or B10, as applicable. Apply plates to each fees of truss and position as shown above end on 12/05/2017 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard andard plate positions. BC LL 0.0 PSF CA-ENG PBC/CWC Alpine, a division of ITS Building Components Group Inc. shall not be responsible for any deviation from this OREGON w drawing, any failure to build the trussssis In conformance with ANSI/TPI 1, or for handling, shipping, d� AN ITW COMPANY Inate llatIon a bracing of trusses. �1e �lY�4wsodl. /fit TOT.LD. 57.0 PSF SEQN- 26315 . A Mal on this drawing or wiser page listing thls drawing. Indicates acceptance of profewlwlel engineering G t0 re.paslel l lb solely ref the design riw.l. The ealteblllb he use of this sneering for any structure Is the mss�i!Tan e' DUR.FAC. 1.00 FROM BB 8351 Rovana Circle reeprlbl I Ify of the Building Designer par ANSI/TPI 1 SM.2. Sacramento.CA 95828 For more information see this Job's general notes page and these web sites: ! w ALPINE:wwe.aipineitw.com;TPI: w.tpiost.org;WA: waw.wcindustry.com; ICC: www.iccsafe.org Renewal 6130120/8 SPACING 24. - 7 7 5 2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BPX ) Top chord 4x2 HF #1&Bet. Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L #2 :W2, W3 4x2 DF-L Std/Stud: Negative reaction(s) of -401# MAX. (See below) from a non-wind load Bottom chord checked for 10.00 psf non-concurrent bottom chord live case requires uplift connection. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections Fasten rated sheathing to one face of this frame. to be designed by the building designer. 3.h h 3 0 8 2X4 III 1 .5X3 III 1 .5X3 III 2X4 III L J - 1 1-6-0 YY2 W3 1-6-0 i t t -1 ,/ *9-0-0 1.5X3 III 2X4 III 2X4 III 1•5X3 III 4:142 1-8-8I Over 2 Supports 1 R=46/-379 R=46/-401 Design Crit: IRC2012/TPI-2007(STD) QED PROs PLT TYP. Wave FT/RT=10%(0% /4(0 16.01 .' �1 et % OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!"READ ANI Fatty ALL NOTES ON THIS DRAWING! (p n 'L TC LL 40.0 PSF 825 N 4th Ave.Cornelius OR 97113 aaNsoRTANT•a FuRNIl1 THIS MARINO m ALL CONTRACTORS INCLUDING TME INSTALLERS. Z(/ 83294PE y REF R7175- 2354 Trusses s requireditiextremeofcare in fabricating,ponenSaftllirg, soration, installingd andWTC bracing. Refer to and trier Ce - DL 10.0 PSF DATE 12/04/17 too latest edition of SCSI (Building. st Goers sha Safety Information, by hi and MSCSI for lefety teer prier to performing these functions.attached shall provide sheath tempsheathing bracing per all Unless noted atchedotherwise, top chord shell bane properly a taa,.tl structural eheeteirg end bottom crura shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338298 rigid ceiling. Locations ehoan for permanent lateral restraint of Webs shall have bracing installed per SCSI a A LIO`11N a the Join 83. 87of or, 810,ias applicable.other. ApplyR plates to nof trussand position as shown above and on 12/05/2017 1 the ane, Details, unless Imiry otherwise. Rafe it drawingsInc. l 160A-Z far pontlardibl plate arm deviation BC LL 0.0 PSF CA—ENG PBC/RTT Alpine, a failureen of ITS Building Components Groep Incshale not be responsible for arty devietlon from this OREGON drawing, anyebrWild the truss in conformance with ANSI/TPI ,, or for handling. shipping, �, TOT.LD. 57.0 PSF SEQN— 39508 AN ITP COMga,NY cawing, bracing of trusses. 10 41t A w1 an this drawing or eewr pas.listing this drawing. Indices.ocoopt rod of pref...lon.I omin..rino 4, LY 14,20 r.paerrlbll15i solely for th drips axon. The wltabl Ilty and we of this drawing for any structure loth* 8351 Rovana Circle rte'°"'ti of he.NaIIdIrg Llos'gnor dor ANSItPPI T sr.z. *sell Tai DUR.FAC. 1.00 FROM BB Sacramento.CA95R28 Far acre information see this Jeb'e general hates page and theme.ab alta,: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:wawa.alplRaiice.cam; TPI sew.epinet.erg; PTCA: aww.sbcindoetry.cen: ICC: rmw.iccsafa.org Renewal 0/30/20 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - LG ) Top chord 2x4 DF-L #1&Bet. 2 COMPLETE TRUSSES REQUIRED 1 t 2 Bot chord 2x6 DF-L 2400f-2.OE Webs 2x4 DF-L Std/Stud :W2, W4 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 1 Row @ 6.50" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 17 plf at 0.00 to 17 plf at 24.35 Use equal spacing between rows and stagger nails BC- From 2 plf at 0.00 to 2 plf at 24.35 in each row to avoid splitting. BC- 4180.00 lb Conc. Load at 6.80 Calculated vertical deflection is 0.59" due to live load and 0.58" due Deflection meets L/360 live and L/240 total load. Creep increase factor to dead load at X = 10-6-6. for dead load is 1.50. JT PLATE LATERAL CHORD Truss must be installed as shown with top chord up. No SIZE SHIFT BITE [ 4] 550514 S 1.25 The TC of this truss shall be braced with attached spans at 24" OC in E 5 S 1.25 lieu of structural sheathing. 7]] W5X7 W6X10 3.50 L 3.00 12 W4X5 S 1.25 13 W4X5 S 1.25 14 W4X5 S 1.25 18 W4X5 S 1.25 [19 W4X5 S 1.25 [20 W4X5 S 1.25 [21 W4X5 S 1.25 4X5[18] - 8X8— 5X7[5]= 1.5X3 Ill 4X5= 4X5(R)[13] III 3X5= 4X5(R)[20] III 4X8(R) III ±2 g .. .. '•—��� -mow — I I1 I__I •" • 1"6"0 _ ■.I�w "'��� �� �7�"� ��.•�_-���11�...••"•_ 1-6-0 V Em 9-0-0 V SS0514[4] - 6X10[7] -== 4X5(R)[12] III 4X5[14] - 4X5(R)[19] III 4X5(R)[21] III 3X5 III 1.5X4 III SS0514 1"12 _ 12 3-3-15 3-3-15 3-7-1 >1‹ 3-7-1 'I` 3-7-1 .1..( 3-3-15 �` 3-3-14 1i 2 F 24-4-4 Over 2 Supports R=3245 W=5.5" R=1398 W=3.75" Design Crit: CUSTOM/TPI-2007(STD) AO.ep PROP PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01 .0(....-13 dO4Es -vo OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 e1WARN1NG1'e No�w ALL NOTES on nos ggllJICI C 825 N 4th Ave,Cornelius OR 97113 "I + " FURNISH MOS DRAPING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 4, 83294PE 4. 'Z TC LL 40.0 PSF REF R7175— 2355 Trusses require extreme care in fabricating, handl) she in age r „I ation, installing and bracing. Refer to and follow ./. e� --- DL 10.0 PSF DATE 12/04/17 the latest edition of coal s. Installers (Building freers shall Safety Information,by TPIiand' CSI for essty teother prior to hodperforming these h ropirly. tlachell structure psheite ngnanby bracing per oiia Unless noted attache top chord she have ions.sattached structural sheathingtand bettor chard shal shat) brae n properly d attached BC DL 7.0 PSF ,d41164 sects ceiling. Locations a shownl for permanent, Apply laterallerestraint race errors shall have bracing installed per d of ^/ DRW CAUSR7175 17338307 A 1' ,IF`id N sections 83 87 or, ung, as applicable. e. plates drawingsto each f1ce trussstandard position as shown ebeVa And on 1[/OS/ZOI 7 ,IF) aAr Joint Details, unless nBuilted inotgwrwlsr. isRefer to Inc. ha 1l no-Z forrspontlibl plate any de positions. BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of ITS edthe g Canponents groan Inc.shall not be responsible for any tlpping.n frac this OREGON tlreeing, any failure he build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN 17W COMPANY Installation&bracing of trusses. /* .Z, 0s to TOT.LD. 57.0 PSF SEAN— 108034 . A Crewing en this Cring er eowr page listing this drawing, inele ee.acceptance er prefwalen.i engineering 4. LY 14,20 reeparsieiI icy solely for th•des Ign slam. The smears Ilay.rd le..of CMSerwrng far any atrueeuro I.tis 835 Ravens Circle reepensibllity of the building Des ignper ANSI/Tel 1 S.e.2. `reel!Tar� m ,. DUR.FAC. 1.15 FROM BB Sacramento.CA 95828 For more information see this Jobs general notes page and theta web sites: LOADING SEE ABOVE JREF- 1W6H7175Z22 ALPINE:www.eipineite.can;TPI: een.tpinst.are:RICA: ,ao.sbclntlustry.can; ICC:aww.Iccsefe.org Renewal8l30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - KG ) BoTop t chord 2x6 HF SS#1&Bet. 2 COMPLETE TRUSSES REQUIRED I i i Webs 2x4 DF-L Std/Stud :W2, W8 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @ 1.25" o.c. Special loads Bot Chord: 1 Row 4112.00" o.c. (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Webs : 1 Row @ 4" o.c. TC- From 8 plf at 0.00 to 8 plf at 9.33 Use equal spacing between rows and stagger nails BC- From 1 plf at 0.00 to 1 plf at 9.33 in each row to avoid splitting. TC- 998.00 lb Conc. Load at 0.60, 2.60, 4.60, 6.60 8.60 Deflection meets L/480 live and L/360 total load. Creep increase TC- 767.00 lb Conc. Load at 3.31, 5.31, 7.31 factor for dead load is 1.50. TC- 366.00 lb Conc. Load at 9.31 Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE The TC of this truss shall be braced with attached spans at 24" oc in [ 1] W6X8 0 1.25 lieu of structural sheathing. [ 4] W5X6 2.75 R 1.75 [13] W5X6 S 1.50 [14] W6X8 0 1.25 6X8[1] = 6X8[14] �` D 0 8 D O 1-6-0 —j W W _ B -0 — 1-6-0 1 �., 49-0-0 / 5X7[4]= 5X7[13] es 3X7111 3X7111 1"12 .__,�� � 55 10 1 I 2-3-2 --9"2-1` 1-7-8 1-8-0 a 2-3-24 1'12 I9-4-0 Over 2 Supports >I R=3566 W=5.5" R=4180 Note: All Plates Are 1.5X3 Except As Shown. �O PROF Design Crit: IRC2012/TPI-2007(STD) k. ft PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O2.V, ls:e ,w s%� OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 **WARRING,ee MEAo AND FOLLOW ALL Marcs ON THIS DRAOMa1 REF R7175- 2356 825 N 4th Ave.Comelius OR 97113 ••t�oMrurt•• F1IRMISIi THIS DMMIIp To ALL oBMrMAeTORs IMa1tDBM6 CIE IMBTALLE6. /y � TC LL 40.0 PSF Trusses require esCrame c re In fabrlcaYlYp,M1antlll,g, aM1lpping, Installing antl bracing. Refer to entl foildW iJ the latest edition of BCS, (Building Component safety Infermation, by TPI and MCA) for safety practices prior ,Oder"-- : DL 10.0 PSF DATE 12/04/17 to performing these♦unctions. Installers shall provide temporary bracing per SCSI. unless noted otherwise, top chard shall have properly attached structure! sheathing and bottom chard shall have a properly attached BC DL 7.0 PSF ,41114, rigid cei ling. Locations shown for permanent latera! restraint of webs shell have bracing Installed per BCs DRW CAUSR7175 17338283 a t� l� `� secilons B3, B7 or B10, as applicable. Apply plates W each face bf truss and position ae shove above and on 1'1/OSl'1oY7 A II OJ the Joint Details, unless noted otherwise. Refer to drawings 1BDA-Z for standard plate positions. LLJ J/L L BC LL Alpine, a mvlslon or ITw a,;lding cm.ponerms croup Ino. shall not ba ra.Ponsible nor any devlauon rraa tm a OREGON 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY insteilotion&bracing of trusses. 1%1` �C TOT.LD. 57.0 PSF SEQN-awl on this droving or odder p.ge listing this drwlnp, indicates..'.,taloe w puef...lah.l engineering ` eLY 14.20d' 6734 REV responsibility solely Pb,'the design shoal. The.uitwl I Ity.rid um of this drawing for any structure Is the FROM BB 8351 Bogen Circle rerparlblIis of the Building Designer per ANSI/TPI 1 B...2. s$elj Tar•t DUR.FAC. 1.00 seadRena.CAv5828 For more information see this Job's general notes page and these web alta,: LOADING SEE ABOVE ]REF- 1W6H7175Z22 ALPINE:ewe.alpineltw.com; TPI: www.tpinst.org; RICA: eww.sbclndustry.con: ICC:vem.iccsafe.erg Renewal 8/8W1018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -RvrsIde 2885 Floor Mast -- master HILLSBORO, OR - RT3 ) Top chord 2x4 DF-L #1&Bet. ("") 4 plate(s) require special positioning. Refer to Bot chord 2x4 DF-L #1&Bet. scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W2, W6 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC bracing requirements. DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep Increase Truss must be Installed as shown with top chord up. factor for dead load is 1.50. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. Sheathing is required for any longitudinal (drag) forces. All diaphragms, bracing, and connections shall be designed by the engineer of record. 1 Q 0 0 0 Q Q Q 0 0 Q Q Q 0 0 Q 01 1-6-0 Q W2 0 0 Q: Q Q Q Q 1pQ Q W6 Q e 1-6-0 Li co 9-0-0 6 ////////////////////////////////////////////////////////// 1 .5X3(**) Ill 3X3= 4X8(**) =-- 4X8(**) 3X3= 1.5X3(**) Ill 5-9-13 > 5-8-1 -.1.-• 5-9-13 k17-3-12 Over Continuous Support R=84 PLF W=17-3-12 Note: All Plates Are 1.5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 3 PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.:,..S.*,JJC:17I%,IL�r:. OR/-/1/-/-/R/- Scale =.375"/Ft. — Truss Components of Oregon (503)357-2118 "llARNINGI""READ AIM FOUOW mal NOTES ON THIS BNAIINGH TC LL 25.0 PSF REF R7175- 2357 825 N 4th Ave,Cornelius OR 97113 a•IWORTANr'• FURNISH THIS OMtIxS TO ALL Ctlaai NAGiS INCLUDING TIIE INSTALLERS. Trusses require earamare in fabricating, handling, shipping, installing and „brad„g. Refer to and follow DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI a ,wrcA) for safety practices prior / i - DL 10.0 PSF to performing these functions. Installers shall provide teaporery bracing per SCSI. unless noted otherwise, top chord shall have properly a[tad,ed structural sheathing and bottom chord shall have a properly attached PSF rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have bracing installed per BBC DL 7.0 Cs DRW CAUSR7175 17338292 A All '��N E hetioin 83, 87 or 810, as applicable. Apply plata to each fete of cru and position as shbM above and on 2/ II Q the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandard plate ssitions. 12/05/201 7 Alpine, a division of ITN Building Components Group Inc.shallon from this OREGON not be responsible for any deviation BC LL 0.0 PSF CA—ENG CWC/GWH drawing, any failure noconformance with ANSI/TPI build the truss in confer m ,, or for Handling,shipping, TOT.LD. 42.0 PSF SEQN- 11721 i AN ITW COMPANY Itrussesreel . A aaai an this aiming or errpogo listing this erring, impostoreeoeptanea of professional reinsuring LY 14.20 nab wrimiity Ar sir for the dign show, fir suitability w Hae of this drawing for any afruoSIr.et„rs Is the Ta8351 RovanaCircle r.og«.'b"its of er NundScaldingDrign r par ANsi/IPi t ssu.z. *son*soni DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these*eh sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alpinelta.con; TPI: sww.tpinst.org:WrCA:aww,sbcindustiy.com; ICC:sww.iccsafe.org Renewal 613012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT4 ) Top chord 2x4 DF-L #2 (") 2 plate(s) require special positioning. Refer to Bot chord 2x4 DF-L #2 scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located See DWGS Al2O15ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC bracing requirements. DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Sheathing is required for any longitudinal (drag) forces. All diaphragms, bracing, and connections shall be designed by the engineer of record. I�N�MI�N�°° 1-1-0 li • W1 • • u!:1 G. 3X3= I. „ 9-0-0 4 PPF " 3X3 1 .5X4(**) III 1.5X4(**) III 5-4-0 Over Continuous Support R=84 PLF W=5-4-0 Note: All Plates Are 1.5X3 Except As Shown. PRO Design Crit: IRC2012/TPI-2007(STD) QED Ffi' PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.' 16 g •'��1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components ofOre on 503 357-2118 •'YARNINGI**won no FOLLOW ALL NOTES ON TATs DRNEINGI C9 TC LL 25.0 PSF po S ( ) enl n FURNISH SOS DaAallp 1B ALL CONlBAcraRs INCLUDING THE INSTALLETB. Mt 83294PE�'Q REF R7175— 2358 825 N 4th Ave,Cornelius OR 97113 Trusss require extreme • in fabricating, shipping, installing and bracing. Refer to and fallow the latest tion of SCSI (Building Componhandling,Information.by TPI and WTCA) for sefetY Practices prier 00.^"" : DL 10.0 PSF DATE 12/04/17 to performing thes.functions. Installers shall provide taig,orary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations snow,for permanent lateral restraint of webs shell have bracing installed per BCS 1�t' ( ^1 BC DL 7.0 PSF DRW CAUSR7175 17338309 A �L �N a the sections B3. a7 or unl as oted other. Apply plates to each feta of truss and position as shown above and on 1L QJ�2�1 the Joint Details, unless hinted otherwise.ngComponents Refer to Inc.she 1BOA_Z for standard plate deviation BC LL 0.0 PSF CA—ENG CWC/GWH Alpine, a division of ITN Building Campanents Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, /(� SLY 14n2d� m TOT.LD. 42.0 PSF SEQN- 11717 AN ITW COMPANY instal latlon&bracing of trusses. /V ' A owl en this arming or Coyer page listing this dreaing, IndlmtN.m.pt.hm of professional arylnMr log r.R,e.lbl I i55 solely Ter the d..ign*min. ma suitability,end me of this seeing far any structure is the ` DUR.FAC. 1.15 FROM BB 8351 Rovana Circk r.yhwrlbl l len of the Building Deeign.r per ANSI/TPI 1 S.,.2. toe„Ta��.. Sacramento.CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alpineltw.cam:TPI: aww.tpinst.org: WTCA:www.sbcindustry.can; ICC: www,iccsafe.rrg Renewal 6/302018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT6 ) Top chord 2x4 DF-L #2 (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1, W2 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC bracing requirements. DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 1.50. Fasten rated sheathing to one face of this frame. W1 0 0 0 0 0 0 0 0 1-6-0 3X5(**)p 1 0 0 0 0 0 0 �,W2 3X5(**)% 1-6-0 / ///////////////////////////// 9-0-0 3X5111 3X5111 k 9-6-0 0-3-8 I_1_ 9-2-8 _I 1 9-6-0 Over Continuous Support >{ R=84 PLF W=9-6-0 Note: All Plates Are 1.5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) siLE©PROx4r PLT TYP. Wave FT/RT=2%(0%)/4(0) 16,01.rc . y _ `rtPj OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!*'READ NW FOLLOW ALL NOTES ON THIS DRAINS! f G 825N 4th Ave,Cornelius OR 97113 ^IIPORTANTrw FURNISH THIS MARINO n INO TO ALL CONTRACTORS INCLUDINGE INSTALLERS. SCJ !p� TC LL 25.0 PSF REF R7175- 2359 Trusses requireitiextreme Be in fabricating,ponen Safe y Information,srti , IysTPl l ing tl b)for S stRey p ac ane fpr iow / 83294PE DL 10.0 PSF DATE 12/04/17 the latest atll tion of SCSI (Bulldirg Component Safety etaby TPI and WfCSI for safety practices prior iL mei to performing these functions. .Installers shall provide teeporsry bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have brecing instal led BC DL 7.0 PSF per BC 1 DRW CAUSR7175 17338286 sections 83. 87 or 810, as applicable. Apply plates to each face of trussand position as shorn above and on 12/05201 7 /�_�(� P)0 N a- the Joint Details, unless noted otherwise. Refer to drawings 160A_I fortandard plate positions. BC LL 0.0 PSF CA—ENG PBC/PTT L� Alpine, a division of ITR Building Components Group Inc. shall be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, ,wee * AN ITW COMPANY installation A bracing of trusses. —yA yy� ,,p r; TOT.LD. 42.0 PSF SEQN- 105600 A col on this drwing or cover pegs listing this.arwl Ii Indicate.acceptance of proff eat'sl aotlraering r V V- reeponaibl i Ity solely for the design shown. The wltabl I Ity and use of this drawing for any structure Is the ../ tr u,su m FROM BB 8351 RovanaCBck A eaRl lel I lty of the Building Designer Per ANSI/TPI d t See.z. S DUR.FAC. 1.15 Sacramento,CA 95828 For more Information see this Job's general notes page end these web sites: a��Tar ALPINE;www.alpinelcw.com; TPI; eww.tpinst.org; WNCA: www.abcintlustry.com; ICC: www.iccaefa.org ava .I a,aala e m DttIA SPACING 24.0" J REF- 1 W6H7 1 75Z22 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT7 ) Top chord 2x4 DF-L #2 (°M) 2 plate(s) require special positioning. Refer to Bot chord 2x4 DF-L #2 scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC bracing requirements. DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Sheathing Is required for any longitudinal (drag) forces. All diaphragms, bracing, and connections shall be designed by the engineer of record. immumm limo 1-6-0 1-6-0 DI UC, li 1 3X3--- 1.1.1111111 ., 9-0-0 F ., 3X3= 1.5X4(**) III 1.5X4(**) III I.' 5-6-0 H 5-6-0 Over Continuous Support -H R=84 PLF W=5-6-0 Note: All Plates Are 1.5X3 Except As Shown. O PRpF Design Crit: IRC2012/TPI-2007(STD) E t` PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.O2.'5G ,� . 1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 **IMPORTANT.*"WARNING! TM D DRAWING INCLUDING l�iN�INSTALLERS. �(�, - F TC LL 25.0 PSF REF R7175- 2360 825 N 4th Ave,Cornelius OR 97113 Trusses require w t em. n fabricating, handling. $3294PE snipping, Installing and bracing.safety p and farrow IC 9 1 DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI ti care(Building Component sha Safety Information,by TPI and aSCSI for safety practices orlon to performing these functions. tInstallers shell provide tenporary bracing per SCSI. Unless noted otherwise„ . top chord shall have properly a ranged structural sheathing and bottom chord shall have a properly attached ,0111164, rigid ceiling. Locations shown for permanent lateral restraint of webs shall heve bracing installed per hC BC DL 7.0 PSF DRW CAUSR7175 17338294 A LL' U N E sectio s 83.ai or unless as applicable !poly plates to each feta of too and position as shown about and o 12/05/2017 the Joint Details. 810. noted cable. sA Refer to to each aceA f forstandardplata positions. BC LL 0.0 PSF CA-ENG CWC/GWH Alpine, a division of 17W Building Components group Inc.shall not be responsible for any deviation from this OREGON drawing, any failure g build the truss In conformance with ANSI/TPI ,, or for handling, shipping, TOT.LD. 42.0 PSF SEAN- 11729 t AN ITV COMPANY rnsteuetron a bracing of trusses. A awl on VIIs drawing or coos pap.Meting this drawing. Inale.t aewpttmo of profwlefnl.fplwrI prespons 11-vilLY14,21/64 t 8351 Reverie Circle ..ponauHI ty solely ten.Betidingfor the M°ipn.r p.r M IIIsuitability I 11 S.1e 2.t�um or alls drawing for any.trgetgfe le w SeeH Tai a`0 DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.arpineitw.com;TPI: wmw.tpinst.org; WTCA: www.sbcindustry.con; ICC: www.iccsafe.org Rsm.ud Rf21V9111A ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT9 ) THIS 'PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 DF-L Std/Stud DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. 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. Truss must be installed as shown with top chord up. Fasten rated sheathing to one face of this frame. 1 1-6-0 1-6-0 7////////////////////////////////// 1 10-3-0 Over Continuous Support R=97 PLF U=18 PLF W=10-3-0 Note: All Plates Are 1.5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 0.0PROt PLT TYP. Wave k's FT/RT=2%(0%)/4(0) 16.01.�R .ay�l.N�� d' OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2.118 "'WARNING!••wo AND FOLLOW ALL NOTES CD THIS BRMINGI 825 N 4th Ave,Cornelius OR 97113 "IraaTAh1" FURNISHTHIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � TC LL 25.0 PSF REF R7175- 2361 Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Barer to and fellow - Lthe latest edition of BCSI (Building anent Safety Information, by TPI and WTCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 o performing theseefunctions. Installersshelgravida temporary bracing per BCS!. Unless noted otherwise, op chord hall properly atcachedw structural sheathing and bottom chord shall have a properly attached T. rigid ceiling. Locations shown for permanent lateral restraint of webs shall POW,bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338297 Ar sections B3, B7 or 810, as applicable. Apply plates to each face of trussand position Cu show,abode end on I LO)—^ '1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 12/05/2017 -� ' `�I' Alpine, a division of nw Building Components Group Inc. shall of be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss in conformance with ANSI/TPI I. or for handling,shipping, ANrrwcoNvlPP,nly Inatalletlo„A bracing of trusses. /* 0 TOT.LD. 42.0 PSF SEQN— 102909 en A seal on this drawing or cover pegs listing this drawing, indicateseees4 pcalee of Professional engineering fR/t Y 14,1 e.ylwlbIlld solely Ter the design shown. Thew suitability end use of this drawing rer any structure Is the 'C DUR.FAC. 1.15 FROM BB 8351 RovalaCick r.hPahrielilfy the Wullelnp Designer row ANSI/fPl 1 U.0.2.2. **et,Tan a S8Q'a111fDI0.cA 95828 For more information see this Job's general notes and these web ai tas: SPACING 24.0" JREF- 1W61-17175222ALPINE:wew.alpineitw.com;TPI: www.tpinst.org;TRCA: www.sbtindustry.can; ICC:aww.iccsefe.org RamWal R/AITT901p THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT10 ) Top chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 DF-L Std/Stud DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. 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. Truss must be installed as shown with top chord up. Fasten rated sheathing to one face of this frame. 1-6-0 1-6-0 //////////////////////// 4_9-0-0 7-1-0 Over Continuous Support R=97 PLF U=30 PLF W=7-1-0 Note: All Plates Are 1.5X3 Except As Shown. CEO PROF . Design Crit: IRC2012/TPI-2007(STD) f. S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.1!tb A 4E1 s,0 OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon (503)357-2118 Tee FURNISH••THIS AIM waw ALL rams TO TNIs INCLUDING }/i 83294PE 'Q TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I PUSBisN 1Nis awiNo m All cgxrWAe7gSs igeWDiBo THE IILSfALLFAS. / REF R7175— 2362 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fellow oO",— the latest edition of SCSI (Building Component Safety Infbrmatien, by TPI and WICA) for safety practices prior C IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall hoc.a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338296 A-�EO`0 N L� '. sections OREGON :C LL ions B3, 87 or 810, as applicable. Apply plates to with face of trussand position as shorn above and on J 160A-2Joist Details, unions noted otherwise. Safer to drawing,1btAfor standard plate positions. Alpine, a division of 1W Building Components group Inc. shall not be responsible for any deviation from this 0.0 PSF CA-ENG PBC/RTT drawing, anyfailure build he truss in conformance with ANSI/TPI 1, or for handling, shipping, CAN ITW COMPANY instal lotion A bracing oftrusses. G 'Zcr 14,2o0' 0 TOT.LD. 42.0 PSF SEQN- 102907 A vel on this drawing or cover listing r pthis strewing, Indicates abeept.we of professional engineering respmeibi I ity solely for the design.w.,. The suitability end Weimer of this drawing,el any,structure Is the S$�' to TarIt t' DUR.FAC. 1.15 FROM BB 8351 Roving Circle rapen'IblIIty of the Building .imer per ANSI/TPI 1 S.e.2. Sacramento,CA 95R28 For more Information aaa this Job's general notes page and Lhasa web alta.: Renewal SPACING 24.0"l 8la0/2o18 ALPINE:www.alpineitw.com, I: ww w.tpinst.org; WICA:w .abclndustry,com; ICC:ww.iccsafe.org J REF- 1 W6H7 1 75222 TP THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - 8P1 ) Top chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L1360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 1.50. This truss is designed to support vertical loads only. This truss has not been designed to transfer lateral or longitudinal forces. Sheathing or other bracing is required for any longitudinal (drag) forces. All horizontal and vertical diaphragms and connections shall be designed by the engineer of record. See Code section R602.10.6.2. 1.5X3III 3X3= , 11111111111"91 1 11.1-6 0 1_6-0 II .� 400-0-0 i 3X3= 1.5X3111 1"12 1-6-8 lit 1-4-12 1 2 I 1-8-4 Over 2 Supports R=71 W=5.5" R=71 W=5.5" EzEO PROfik Design Crit: IRC2012/TPI-2007(STD) .(�G SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.1' 1.t G N E "O OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ".AIN FURNISH••RIS[[NOOSING FOLLOW AU.ONTEA co THIS a DING T 0:„.... iiallaiaTC REF R7175- 2363 825 N 4th Ave,Comelius OR 97113 "IIPORTNR'e F NG1 1 THIS mRAWIN6 TO ES copT IS DIUNI N TIE IMsru�s. LL 25.0 PSFTrusses require extreme c re in fabricating,handling, shipping, Installing and bracing. Refer to and follow /'"'the latest edition of SCSI (Building Component Safety Information, by TWI and WTCA) for safety practices priorC IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, — top chord shall have properly attached structural sheathing end bottom chord shell have a properly attached rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have bracing Installed per SCSI 12/05/2017 ;C DL 7.0 PSF DRW CAUSR7175 17338301 A r �O`�lkh, . sections 83, 87 or 810, as applicable. Apply plates to each fete of truss and position as shown above and on II JN Il rt��- the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON :C LL 0.0 PSF CA-ENG BFR/GWH Alpine, a division of ITS Building Components onents GroInc,shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with AN51/TPI 1, or for handling,shipping. AN ITW COMPANY Installation a Wacing of trusses. G 42/0,14,2401/4 f0 TOT.LD. 42.0 PSF SEQN- 118514 A seal on this droving er Gooier pegs listing this drwing, Indicates sopptanos of profMSIaneI engineering reepstelbl l lty solely for w deign Yogi. The suitability ere meq of this drawing for shy structure Is rite 49p' 8351 Rovana Click rwpwrlblllb of tit.Sandi ng ow lgnar per ANS1/TPI +Seo.:• 8'I�Tai DUR.FAC. 1.15 FROM BB Sacramento.CA 95828 For more Information see this Job's general notes page and these web ai tae: Renewal 8t30/2018 TPSPACING 24.0" JREF- 1W6H7175Z22 I ALPINE:ewe.alpineitw.con: I: ww.tpinst.org:WTCA: eew.sbcindustry.con: ICC:owe.iccsafe.org 1 ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 1.50. Fasten rated sheathing to one face of this frame. This truss is designed to support vertical loads only. This truss has not been designed to transfer lateral or longitudinal forces. Sheathing or other bracing is required for any longitudinal (drag) forces. All horizontal and vertical diaphragms and connections shall be designed by the engineer of record. See Code section R602.10.6.2. 1.5X3 111 1.5X3 111 1 i�„ 1 1-6-0 1-6-0 NM r _400-0-0 Y 1 .5X3 III 1.5X3 III 1r9„14.1' 2 1-1-6 Over 2 Supports R=47 W=5.5” R=47 W=5.5" e:O PROfi Design Crit: IRC2012/TPI-2007(STD) $ i ; PLT TYP, Wave FT/RT=2%(0%)/4(0) 15.02.0;0-.1 At (4N Ft. �O OR/-/1/-/-/R/- Scale =.5"/Ft. Truss N4 Ave..sofOreus 57-2118 "'* FURNISH HISoAND PmwALL ONTRATBSnes BWAWNG }ir( g32ggpE NI LL 25.0 PSF REF R7175— 2364 825 N 4th AvCornelius OR 97113 **IMPORTANT.* FURNISH 1x18 BMWIlq 10 ALL CONTRACTORS INCLUDING THE INSTALLERS. .x Trusses require entreesinstalling a re in fabricating, handling, shipping, and bracing. Refer to and follow �' the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior C IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, — top chord Shall have properly attached structural sheathing and bottom chord shall have a properly attached �+ rigid caning. Locations sheen for permananc lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 C DL 7.0 PSF DRW CAUSR7175 17338303 A l��[1 N IF auctions 83. 87 orn, unl es ated other. Apply. plates dowing fete of truss and position as shown above and on `I tAel Joint Details, unless IT noted Bouilding poReferto Idnc. she lBnote for sponsibdl platefpositions. OREGON C LL 0.0 PSF CA-ENG BFR/GWH Alpine. a dtenorn of ITN lM idi ng trussCin ntscon Group Inc. shall not be nbee for any ippiatlon from this drawing, any failure to bol ltl the in conformance with ANSI/TPI 1, or for handling, shipping. AN 1rW COMPANY Installation A bracing of trusses. 4 n41.14,2od" 0 TOT.LD. 42.0 PSF SEQN— 116938 A wool en this drawing or eager pegs listing this arslting. Indicate*amosptaria or pro?.Nlglel engineering S • rangensibliity solely Tor the design shown. GIsNSI TultWlllty w use or this drawing for any structure is the eel'Ta DUR.FAC. 1.15 FROM BB 8351 ROv3gg Circle reepmwibl i Iv or the Building deign Per ANSI RPI 1 see.2, Sacramento,CA 95828 For more information sea this Jog's general notes page and!nese web sites: Renewal 6/30/20i8 SPAC i NG 24.0" JREF- 1W6H7175Z22 Ir ALPINE:www.alpineitw.cum;TPI: waw.tpinst.org;WTCA, nwa.sbcindustry.can; ICC: wwo.iccsefe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP3 ) Top chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud DL=4.2 psf. Bottom chord checked for 10,00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 1.50. Fasten rated sheathing to one face of this frame. This truss is designed to support vertical loads only. This truss has not been designed to transfer lateral or longitudinal forces. Sheathing or other bracing is required for any longitudinal (drag) forces. All horizontal and vertical diaphragms and connections shall be designed by the engineer of record. See Code section R602.10.6.2. 1.5X3 III 1.5X3 III IIIIIIIIII 1 1-6-0 IWI_� 1-6-0 riimi i9-0-0 I 1.5X3 III 1.5X3 III 1"121"12 rr-9° 11 1-0-8 Over 2 Supports R=44 W=5.5" R=44 W=5.5" so PRop Design Crit: IRC2012/TPI-2007(STD) ,1::$ E. PLT TYP. Wave FT/RT=2% 0%)/4 015.02.• „r.Gad E, /Q OR/-/1/-/-/R/- Scale =.5"/Ft. _ •rMNINGI••IF.AD AID FOLLOW AL1.NOTES ox nos DRAWING! " Truss Components N 4th Ave,sofOregon 9711357-2118 „IMPORTANT„ FURNISH THIS Malta To ALL CONTRACTORS INCUWINS THE INSTALLERS TC LL 25.0 PSF 825N4thAve,ComeliusORI �� REF R7175- 2365 Trusses require extreme care in fabricating, handling. shipping, installing and bracing. Refer to and fellow the latest edition of SCSI (Building Component Safety Information,by TPI and PTCA) for safety practices prior IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide taanorery bracing par SCSI. Unless noted otherwise, top chord shall have properly attached structural sheething and bottom chord shall have a properly attached :C DL 7.0 PSF rigid ceiling. Locations sham for permanent lateral restraint of webs shall have bracing Installed per SCSI 12/05/2017 DRW CAUSR7175 17338304 sections 83, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above andL JiG L All —A 'IE e Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions on OREGON BC LL 0.0 PSF CA-ENG BFR/GWH ' \v' Alpine, a division ITN Building Components Group Inc. shall not be responsible for any deviation frau this drawing, any failure to build the truss in conformance with ANSI/TPM 1, or for handling, shipping. 13 e AN ITW COMPANY installation&bracing of trusses. .0 esel on this ing or Afaganaibi responsibility solee15he Buildingteam listing or par ANSI/TPI ani droving, Indicates of this r droving professional tsPstructure Is �{,�el,Tat' t® DUR.FAC. 1?15 PSF FROM 88SEQN- 116940 raapblalbl l lfy solely far the Simian Il etc The suitability and use of this MNllq for any wtruetur'a la the 8351 Rovana Circk Sacramento,CA 95828 For more Information see this Job's general notes page and these web aites: ALPINE: eel,alpinelve.cam:TPI: www.tpinst.org: RICA: www.abcindustry.cam: ICC: waw.lccsafe.org Renewal 613012018 SPACING 24.0" JREF- 1 W6H7 1 7 5222 STRONGBACK BRIDGING REC❑MMENDATI❑NS 1.--All scab-on blocks shall be a minimum 2x4 BUTT STRONOBACK 'stress graded lumber." BRIDGING TOGETHER ►All strongback bridging and bracing shall be a minimum 2x6 "stress graded lumber." lei, 1111111111111111 ... .0°— I -The purpose of' strongback bridging is to /-0- ATTACH SCAB WITH l0d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the 6' O.C. SCAB NOTE, IN LIEU OF SPLICING AS SHOWN, stif fness of' the door system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c. (max,) lei❑TE Details 1 and 2 are the preferred attachment methods ....The terms "bridging" and "bracing" are sometimes ATTACH STRONGBACK TO �;).....41;1; mistakenly used interchangeably. "Bracing" is an WEB W/ (3) 10d COMMON important structural requirement Of any floor (0.148'x3') NAILS OR (4) lad BOX/GUNor roof system. Refer to the Truss Design L :.28'x3.0') NAIL ' ' Drawing (TDD) for the bracing requirements for each individual truss component. "Bridging," II‘�� �� Ir' � �l particularly "strongback bridging" is a IlliV10► recommendation for a truss system to help 1 ��0 control vibration. In addition to aiding in the 0011 �'�► I distribution of point loads between adjacent \ � � truss, strongback bridging serves to reduce p p I 1110111111111111111 i STRONGBACK BRIDGING "bounce" or residual vibration resulting from jsr- ) SPACING REQUIREMENTS moving point loads, such as footsteps. `LY// Up to 10' None required 10' to 20'1 raw cat center of span) The performance of all floor- systems are (2) /0d COMMON (0.048"x3.0') OR 20' to 30'2 rows I at each 1/3 points) enhanced by the installation of strongback BOX/GUN (0.128'x3.0°) NAILS AT 2x6 0MINIMUM) STRONGBACK, 30' to 4003 rows(I at each 1/4 points) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. Over 40' Space rows at 10'ac.points) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK Id/ (3) OR COMMON (/GUN t0.0') NAILS I .l ® For additional information regarding strongback C4)tOd 6❑X/GUN i0.128`x3.C') NAILS. ' bridging, refer to BCSI (Building Component :--300. 11111111111111 _�� / /I Safety Information). Or°1114.444....._ Art worpp,...„ irk 4//iltiatte." ; :111011111 �/I o 0. .400111111101.1 I ' ATTACH STRONGBACK �TO BOTTOM CHORD WITH OIo 3' scREws0.0PROF STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES �� FSS • wSWARNINGIew READ AND FOLLOW ALL NOTES ON THIS DRAWING' 0.... wo I, TC LL FSF REF STRONGBACK wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �/'V Trusses require extreme care In fabricating,handling, shipping,installing and bracing. Refer to and AL PSE DATE 10/01/14follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA' for safety Y. / ' , practices prior to performing these Functions. Installers shall provitle temporary bracing per BCSI. /- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord Cc ❑L PSF DRWG STRBRIBR1014 `i: shall have a properly attached rigid ceiling, Locations shorn for permanent lateral restraint of webs //ff shall have bracing installed per 9001 sections B3, B7 or 910, as applicable. Apply plates to each face 12/05/2017 Q ry of trussand position as shown above and or the Joint Details,unless noted otherwise. C LL PSE ��!` �` ( iI Refer to drawings 160A-7 For standard plate positions. ON T� t u AN IW COMPANY Alpine, a division of ITv Building Components Group Inc., shall not be responsible Far any deviation from TOT. LU. PSE i. this drawing, any lollure to build the truss in con Fornance with ANSI/TPI I, or For handling, shipping, C installation 6 bracing of trusse 4 4. LY 14,20� 0 A seal on this drawing or cover page ating this drawing,Indicates acceptance of professional 11. engineering responsibility solely for the design shown. The suitability and use of this drawing S8 OUR, EAC, 1.00 for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. ell Tar 13389 Lakefront Drive For core information see this job's general notes page and sites,these .eb Earth City,MO 63045 ALPINE.,www.alpineitw.coni TPI, www.tpinst.org; SBCA: www.sbcindustry.orgl ICC; www.iccsaFe.org R.nsnr.l I flIR SPACING • Gable Stud Reinf orcer'lent Detail ASCE 7-1C: 120 mpH Wind Speed, 15' Mean Height, Enclosed, Exposure 5, Kzt - 1,00 ❑r, 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) Ix4 'L' Brace • (1) 2s4 'L' Brace C c2' 2x4 'L' Brace *0 tU 2x6 'L' Brace • (2) 2s6 'L' Brace •■ Bracing GroupS ecies and Grades I Gable Vertical \ No 9 p r_ iSpacing Species Grade' Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A' 01 / 05 4' IC' 8' 2' 8' 6' 9' 8' IO' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14 0' 14' 0' Spruce-Pine-Fir Hen-Fir S Pi- #I / 42 Standard 42 Stud ' #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' S' L1' l0' l4' 0' 14' 0' 14' 0' 14' 0' 43 Stud A3 Standard uStud 4' 7' 7' 8' 8' 2' 9' 7° 9' 11' 11' 5' 11' 10' l 4' 0' 14' 0' L 4' 0' i 4' D C JI Standard4' 7' 6' 7' 7' 0' 8' 10' 9' 5' ll' 5' ll' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine..e CL #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 43 tai #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud Standard Stnndord 03 • 4' B• 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' riu D r_ Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B' U n #1 / #2 5' 6' 9' 5' 9' 9' 11' I' 11' 6' 13' 2° 13' 9° 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir 4_, ; r '.., #3 5' 3' 9', 2' 9' 9' 10' 11' 11' 4' 13, 0' .....13' 7' 14' 0' 14' 0' __._..14' 0 14' 0 to. R Btr I U ! _� Stud 5' 3' ' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' ut Standard 5' 3' 8' 1' 8' 7' 10' 10' II' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 1 ' c � � Dou.las Fir-Larch Southern Pine•ww ,•—• #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' ,H e--, #2 5' 6' 9' 5' 9' 9' 11' l' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 02 , i #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' ..'r_J D Lx4 Braces shall he SRA (Stress-Rated Board). CO _ Stud 5' 5' 8' 6' 9' l' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' w.For Ix4 So. PinP use only Industrial 55 or J Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' ' 0' 14' 0' 14' • 14' 0' 140 [atlas—trial 45 Stress-Rated Boards. Gr ouo B Q ` #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values nay he used with these grades. d _ J P r #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Note s HPi,� j U Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion. is L/240, '5' Standard 9' 9' 4' 9' 11' I 12' 012' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0° 14' 0' O Provide upliFt connections For 35 pIF over >f81 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' L4' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). P #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' l4' 0' 14' 0' 14' 0' 14' 0' I � _ -- _ _ Gable end supports load From 4' 0' au tlookers 21` D #3 5' 11' 9' 10° 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' I.. 1 Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Aboutjt Attach 'L' braces with l0d (0128'x3.0' min) nails, © 'IE For (I) 'L' brace: space nails at 2' o.c. i Gable Truss V � 21.601117_ F 18' end zones and p e between zones. Diagonal brace options AE�tF or ,2) `L' braces: space nails at 3' o.c, �1in 18' end zones and 6' ac. between zones. vertical length nay be ■ doubled when dingonat ' 18 brace is used. Connect )1E 'L' bracing must be a minimum of 80% of web member length. diagonal brace For 3354 •L• L — 1141%p �' at each end. Max wen, Brace Gable Vertical Plate Sizes total length is 14'. ( �r �� ��( � Vertical Length No Splice I / 2x4 DE-L #2 or — 1 Less than 4' 0' 104 or 2%31 " better diagonal Il Greater than 4' 0', but 204 Vertical length shown brace; single , less than II' 6' In table above. !.. ar double cut 18 '(( 0 GI i Greater than 11' 6' 3% 45. (ns shown) au L . I�7i © a Refer to common truss design For i 0 upper end. -fl a u • fl , Illi 0 I _ peak, splice, and heel plates. ontinuous Bearing Refer to the So101n Designer for conditions Connect diagonal. at A. not addressed by this detail. midpoint of vertical web. 'ly Refer to chart above for m. ( -^ .th. •eWURNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��� �aG�NE' �O REF ASCE7-10—GABI20I5 •.IMPORTANT••FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i/ Trusses reoulre evtrene core in Fabricating, handling, shipping,installing and bracing. ReFer to and 83294PE Y FeLv, the latest edition of BCSI ,building Component Safety [000rnotlan,by TPI and SB(A) For safetyit /�.. , DATE 1.0/01/14 / practices prior to performing these functions. Installers shay provide temporary bracing per BCS[. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom cho,d DR\,/5 A12015ENC101014 t/- _ , shall have a properly attached rigid telling. Locations shown For permanent lateral restraint nF webs F sho11 have bracing installed per PCSI sec t:vns B3, B7 or BIO, os opPllcable. Apply plates to each fo[e n mss and position as shown aaowe and on me pint Detans, unless noted otherwise. 12/05/2017 �L a !\N„, I , Refer to drawings 1600-Z for standard plate positions. AN ITW COMPANY Aleme, a divisior of ITV Building Components Group Inc, shall not be responsible Far any deviation Fran 12(f WO)N this drowingS any failure to build the truss in con£ar nonce with #051/TPI 1, or For hontlling, shipping, /'0'arr('J`•' installation bracing of tr cavo a MAX, TET, LD, 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional `a 47, 04 14,26 a engineering responsibility solelyw for the design shown. The suitability and use of this drawing V 13309 Lakefront Drive for any structure Is the responsibility Of the Building Designer per ANSI/IRE I Sect, aSeJl Ta" Earth City,M063045 For nore information s e this job's general notes page and these web sites MAX, SPACING 24.0„ o ALPINE: www.olpineitw.cm; TPI: •ww.tpinst.org;SBGA: www,sbclndustry.crg; ICC: www.lccsafe.org R netwo 0f o000 rE Co. c . ED De ----., a1 . For Let—in Verticals Gable Truss Plate Sizes ,, 4470 Refer to appropriate Alpine gable detail for / minimum plate sizes for vertical studs, ®Refer to Engineered truss design for peak, o‘\\‘‘\ 'o. splice, web, and heel plates, If \ \ \ 1 CI (ilIf gable vertical plates overlap, use a single plate that covers the total area of i i I the overlapped plates to span the web. I I 1 111****„...... 111 Sal,,ie i + .---- 2X4 p • 0 Vertical i : : Example, \71gth typ P 1111 2X4 2X8 \1 "P Reinforcement Attachment Detail i X X '7 Reinforcing •T' Reinforcing Member Member I \I\ ilik 45 111111&11116,41111 Toe-nail - Dr - End-nail ± CIO To convert from "L' to '7 reinforcing members, multiply '7 increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable '7 reinforced gable vertical 10d Common <0.148'x 3.'xiiin) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords, 'T' reinforcing member material must match size, specie, and grade of the "L` reinforcing member. Rigid Sheathing Toenailed Nails, 10d I4 Nails Common <0.148'x3",min) Toenails at 4' o.c. plus Web Length Increase w/ 0T° Brace 1 (i <4) toencdts in the 'cop and bottom chords. Reinforcing This dAestcacit 7-tialobeGaubid wind toad. for ASCE Member ASCE 7-05 Gable Detail Drawings 1 I A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, 1 Nails A13030051014, A1D2ew0ti3i taOhi Ol5 the D1Or 1c,4w,inAgl Drawings appropriate51 014,Alpine A1O03090a5b1l0e14,detail A14030051014 Gable, Truss i` . Y.poced At Ex GableMean Et e'Roofi7-MVertical VHeight1 nM Tibd.'22-.Speed xxpe264:1 Size e i FO3',0:.ft.IS:2230''''K00"r#emi3X7.apt sh 1 1. 00 iLl c.c, A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T. Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length -e 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum "T" Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 4 Nail A 1 A WAT4 Ceiling t.00 PROp AortactilsftS . • vARNING1..READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Me Vii. REF LET-IN VERT *HDIPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping,installing and laracing. Refer to and iligroll . DATE 10/01/14 follow the latest edition of SCSI <Building Component Safety Information,by TPI and SITCA) for safety prop toes prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chor• DR\VG GB1 LETIN1014 ..- a, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint or webs 12/05/2017 7 I 0 ---,,,,:., fi I ,, son,,h,o,v,e0.nrorpoir-Ttnc:,-kolstedshpoewrn ,,BCbSovl orations p3,1,34 57or„EB,le.,0.6ja,,s ofzlisc:IonleteAappottyheprlwares to each have igpON -- L L-------Li '-'-....;] LRefer to drawings 160A-2 for standard plate positions, Alpine, a division of ITV Building Components Group Inc, shalt not be responsible for any deviation from 113 e AN ISIS COMPANY -this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 4; 4,0,14,20e ‘45 MAX. TOT, ED. 60 PSF installation& bracing or trusse • A seal on this drawing or cover page listing this drawing,indicates acceptance of'professional '28e li Tao H. engineering responsibility solely for the design shown. The suitability and use of this drawing DURi FAC, ANY 13369 Lakfor any structure is the responsibility of the Building Designer per ANSI/TPI 1 Seca efront Drive ,- Earth City,MO 63045 FOr more information see this job's general notes page and these web sites: ALPINE: wwwalpireltw.corm TPIi www.tplhstorgi SHUN. www,slacindustry,orgi MC, wwwiiccsafe.org Renewal 613012018 MAX. SPACING 24.0” 1 ASCE 7-10i 120 mph, 30' Mean Height, CLosed , Exposure C Common Residential Cable En6 Wind Bracing Requirements - Stiffeners 120 mph, 300t. Near Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft. Mean Hot, ASCE 7-10, Enclosed, Exp D, or i00 mph, 300t, 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 stiFfbac0 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. provide a 2x6 stiffback at mid-height and brace See Enoineer'a sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, ):K Optional 2x L-reinforcement ottached Nails l0d box or gun 0.128"x3",min) nails. to stiffback with 10d box or gun (0.128" x 3", min,) nails 8 6" o.c. X NN i 40000.1% 2X4 Blocking / 0\ soiledto 45` sheathing and — 24• Max each truss (Typ) ' � 1 H 2X4 BE-L #2 - or better 1H/2 diagonal brace. - Attach. each end * I for 560#, i / / / / %ntisuous Bearing/ // // / / j - 2,e #2 Stiffback attached to each ikEOPROP ... Stud w/ (4) 106 box or gun (0,123" X 3", min.) nails, ' CS' • SSWARNING1ww READ AND FOLLOW ALL NOTES UN THIS DRAWINGI294PE _r lil REF GE WHALER wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83 Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and ar00°."7 DATE 10;01/14 follow the latest edition of SCSI (Building Component Safety Information, by DPI and SBCA( For safety practices prior to performing these functions. Installers shall temporary _ _ properly provide t p bracing per BCSI / Unless noted otherwise,, Top chord shall have pro attached structural sheathing and bottom cher, _- ,,, sn 1 n a property attached rigid ceiling Locations shown for permanent !sterol restraint of webs 1' DRWG GABRST101014 �� � r I Shell h bracing tolled per SCSI sec-bons 33, BZ or BIB, os applicable. Apply plates to each face 12/05/2017 „-z%17 Q , � I o. t and position as shown above and on the Joint Details, unless noted otherwise L L—,±- \I J Refer to drawings 160A-Z F or standard plate positions. //}7�15pyry(T�ON AN ITV/COMPANY' Alpine, o di.oslon of ITv Budding Components Group Inc. sholl not he responsible for any deviotlon from ��f�+J' 'I t. • this drawln g, n, fdilurF Tp build She truss in confprmnnCe with ANSI/TPI L oY for ho ndling, shipping, installation a bracing of tr„sse .11014,29- t0 MAX, TGT. La 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional *sell N engineering responsibility solei for the designshown. The suitability andof I Tao 9 9 P Y Y Y Nthis drawing ' for any structure Is the responsibility of the Buildineg Designer per ANSI/TPI I Sect Earth City, MO 63045DrFor more Information see this bis l notes and these web sites: —� — Eerth City,MO ALPINE, www rl tw�com; TPI eww t �o genera page Renewal aaazoie J. apnel w. pinstarg, SBCA wwwsbcintlustry.orgl Ica wwwtccsafe.org MAX. SPACING