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Plans ►, � -T. 1?- D 1 � 4 SLS , IRREA OF BEAM FOR GRAND FIREPLACE ONLY I' 52' .I HGE 1 1JGE ~- I I. I 11 w 1111.1=CD- - D CD C)oC) X I_ 00 owl ! �I I cncnmo !� ��co�o c c=i WI �m�o c_,. c 1 M� IIIIILIgimmz . o�� co z- , o 3 o c o iii +121 - OC 0 m _=r111 Mcnr m I INE . � �.�m 1 r j .— . 7 _ soli II�- ci m u N — x kRC;F Rf F 1 I~5. –I-6' 4 35'6" I -5'6" --I 03 I' 52' { ADJUST THE B SPACING SO IT DOES NOT INTERFER WITH THE TOILET HERE �- Customer: PARR FOREST GROVE m o Deso. : Rvrside 2885 Floor Most rRu oG.) '- co ADDRESS: moster m In o z Designed by: BILLY BREESE z cn o ._., 0 W •• r'�i• aio'rbn,..,'14747.1.....i a a 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 Job Identification: 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR Model Code: IRC; Truss Criteria: I RC2012/TP I-2007(STD);CUSTOM/TP I-2007(STD) Ep PRO/; Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, Truss Design Loads: Roof - 42 PSF a 1.15 DurationO�5 , G 1 N e4 p Floor - 57 PSF a 1.00 Duration;57 PSF a 1.15 Duration <y 83294PE 'Q 9 Wind - 120 MPH (None-Closed);120 MPH (ASCE 7-10-Closed) t . /— Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer ofA �j�r14 god► 0 record, as defined in ANSI/TPI 1. `S` 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 @l1Tao '� Rte-I 7,”,,,2018 Details: STRBRIBR-12015EC1-GBLLETIN-GABRST10- Submitted by RTT 07:42:12 12-05-2017 Reviewer: JCJ _ $ 12/05/2017 # Ref Descri.tion Drawin.# 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--M1 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(**) = W==3X5= 3X5(**) = 3X5(**) - T16(**) 3X5( — 3X5(**) ----, 3X5(**) = 3X5(::) I) = 3X5( ) T - - + - - - L. - - - - i. 1-6-0 + 0-6-0 ��/�� //3// ��////////�/�� / /�� 7- 3X5(**) �9-0-0 3X5(**) = 3X5(55) L'--- 3X5(**) -== 3X5(**) --- 3X5(**) -=- 3X5(**) =--- W=3X5= 3X5(**) = 3X5(**) = 3X5(**) _ 3X5(**) E---- r 26-9-4 >1 0-1-8 0-0-128 JL 8-7-12 ,I_IL 17-3-12 k 26-9-4 Over 2 Supports R=131 PLF W=18-0-0 R=130 PLF W=8-9-4 Note: Al I Plates Are 2X4 Except As Shown. Ep PRO/C Design Crit: IRC2012/TPI-2007(STD) %-e PLT TYP. Wave FT/RT=10% 0% /4 0 16.01.t! ( ) ( ) N. � N s'/� OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)3572:.118 " +'NGI•' ' NW FOLLOW ALL/EMS ei TNIS DRAWING, C2 F Z TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••IMagRANr•• FURNISH THIS DRAWING TO"' CONTRACTORS INCLUDING THE INSTALLERS. (a`w �/ 83294PE REF R7175- 2337 Trusses require extreme care in mercers fetyI handling,ablation, installing and brfer Refer to and fopllow / / DL 10.0 PSF DATE 12/04/17 - the latestssedition of SCSI (Building Component Safety Information, by tal end and for safety pr to and ollorw 'sw 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 BC DL 7.0 PSF DRW CAUSR7175 17338287 1 rigid calling. Locations shown for permanent lateral restraint of webs shall have brach Installed per BCS ,4 Lipp sections B3. 87 or B10, as applicable. Apply places to each face of toss aM position as shown above and on 12/05/2017 Illip Sec UotrK Betaila,unieIT noted anhereise. Safer to drawirga,BOA_Z far steoWerd plata positioro. J G 1/ BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a y failure of Ibu build th rg usspi ncon Group loo. shall rot be responsible for any deviation tram this OREGON drawing, any failure to build the truss In conformance with AhSl/TPl ,, or for handling, shipping, ,w ® TOT.LD. 57.0 PSF SEQN- 34204 AN ITW COMPANY installation a bracing or crmxa. Qw s A seal on this drawing er wenn sign listing this drawing,i held ate or r g fee ynsl engineering 4 441'14,20 responsibility wide Ter the design sr per NTheSI suitability arca w M this drawing for any structure is the 8351 Rovana Circle responsibility d,she Building gea lgll.r psr ANSI/RI,gse.:. S'Sell Tar a OUR.FAC. 1.00 FROM BB Sacramento,CA 95828 Far more information see this Jobs general nates page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE: www.elpineltw.cm; TPI:www.tpinsc.org;WTCA:www.sbelndustry.con; ICC:www.lccsa£e.org Renewal 6/80/2018 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 :72 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. -I3- f 2-I- 2-9-0 -I E 22-11-0 Typ."1 I- W=3X5= 3X5= = 3X3 4X8 = 3X7 T2 4X12 3X5= T1 _L . ..---.41:- _11-9-0-0 I 3X7= 3X10= 3X5= 4X12= W=3X5= 4X1= 3X5 T Lc 20-1-0 ›I< 0-8-4 L2-7-8 _1_2-6-12 2-6-12 2-6-12 2-2-0 2-7-8 2-6-12 2-6-12 2-7-8 1-2-12 2-8-4 f 5-2-4 5-1-8 m2-2-0 2-7-8 5-1-8 2-7-8 - 2-14` 2-8-4 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) �QO PRO/�1�. PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.0! F.1� •,L OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503 357-2118 "WARNING!"' AND FOLLOW ALL NOUS ON MS DIMINEl Uig (� 825 N 4th Ave,Cornelius OR 9713 "IlvaNr"Nr" °'"°"'"THIS°""""°TO"'1 CONDUCTORS INCLUDING"E=TALLOW. 83294PE1 TC LL 40.0 PSF REF R7175— 2338 _ Trusses require extreme care In ngCosponen Shandling,shipping. Installing and bracing. Weyer to and follow a/ d : DL 1 0.0 PSF DATE 12/04/17 the latest edition of Best (Building Clers shall Safety Information, by TPI and grCSI for safety practicer prior to performing these functions. Installers shall provi a temporary bracing per SCSI. Unless noted otherwise. Allkcop chord shall have properly attached structural sheathing and bottom chord shall have a properly acca<hBC BC DL 7.0 PSF DRW CAUSR7175 17338295 rigid calling. Locations shown for permanent lateral restraint of antis shall have bracing Installed per BCS A UPI] sections B3• Bt or B,o, as applicable. Apply plates to each face of truss and position as sheen above and on 12/05/20 17 IIS—ILLLIIIUJ rJ the Joint Details. unless noted otherwise. Refer to drawings 160A-z for standard plate position.. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this OREGON drawing, am failure ci to build the truss in<anfarwn<e with ANSI/TPI 1, or far handling, snipping. /3 0� a TOT.LD. 57.0 PSF SEQN— 11592 AN ITW COMPANY rawi nanny t bracing of trusses. • A reel en this ermine.r.oyer MM I ising this drawing, Indite=.se.pt nbs.f professional engineering 4 CY 14,Y responsibility solely for the design sheen. The witability and use or this drawing Tor any structure is the 8351 Rovana Circle roopawl.11lty x the Policing Designer per ANSI/RI 1�.._. ' eel,Tan• DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more information sae this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alpineitw.com: TPI:www.tpinst.org;WA: ww.sb<ineustry.cw; ICC:ww.lccsafe.org Renewal eno/2018 ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - D ) 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 :B2 4x2 HF #1&Bet.: bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection Max JT VERT DEFL: LL: 0.49" DL: 0.34". See detail DEFLCAMB1014 for appropriateewith spanaratedtesumes glue-nailedlte woodcsheathing tion single layer of the 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. 8.13-0-0 r '}- -I- 10-4-8 H 30" Typ. H 3X10= 3X5= 3X3= 3X5= W=3X5= 3X10= '44 I \ r. 1-6-0 T B2 -0-0 I 3X7=_ 3X10= 3X5= 3X5= 3X10-== T 3X7= W=H0312 2-7-8 2-6-12 2-6-12 2-6-12 2-7-8 11"4 2-6-12 2-6-12 2-6-12 2-7-8 5-2-4 5-1-8 2-7-8 10"4 5-1-8 5-2-4 E24-1-4 Over 2 Supports R=916 W=2.5" R=916 W=3.75" Note: All Plates Are 2X4 Except As Shown. Ep PROF Design Crit: IRC2012/TPI-2007(STD) F PLT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 15.02.►,;, ,21111hoi,:12 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-:118 ••WW INGI•• AND FAUX"ALL NOTES ON nus DRAWING! TC LL 40.0 PSF REF 87175- 2339 __825 N 4th Ave,Cornelius OR 97113 •.11PORTANT•1 BURNISH THIS DEEMING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. Trusses require extrema care,n fabricating, handling, shipping, Installing and bracing.Refer to aM followComponentthe latest edition of SCSI (Building Cgonent Safety Information, by TPI and NTCA) for safety practices prier / � - DL 10.0 PSF DATE 12/04/17 to performing Nese functions. installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shell have properly a[tached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17338310 ,4�1 �� s sections B3, Bl or 810. as applicable. Apply plates to each face or truss a.position as shown above and on o E the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandard plate positions. 12/05/2017 Alpine, a division of ITR Building Components Group Inc. shall net be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC drawing, anyfailure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, AN ITWcOMrxeNV installation a bracing of trusses. C TOT.LD. 57.0 PSF SEAN- 11608 •' A.NI on this drewinp.r sever Rage lifting thl.drawing. Indl..tN NsepNRINN of prsf eelgwi engineering 4 `1014,20 • responsibility solely for the design sheen. The suitability and use of this drawing far any structure i.the FROM BB 8351 Rovana Circle responsibility of the Building DNigNr per ANSI/TPI 1 s.e.2. $ell Tar DUB.FAC. 1.00 Sacramemo,CA95828 For more Information ave this job's general notes page cindust these made alta.: SPACING 16.0" JREF- 1W6H7175Z22 ALPINE:wew.alPlneltw.can;TPI:rar.tpin.e.or9:RICA:waw.abtl ndusiry.con: ICC:www.iccsefe.org Renewal 6/80/2018 w 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. 1.-7f 20.125" H_'10'8 'j 7-10-8 f 30" Typ. 1 2X4 III 3X10 2X4 HI 3X5= 3X5= 2X4 III 3X10= 2X4 III 1-6-0 3X10= 2X4 III 2X4 III 3X10= 3X7= 3X7 E L 2-7-8 5-2-4 2-6-12 2_7-8 1-9-10 lc 2-7-8 �� 2-6-12 J_ 2-7-8 I� 5-2-4 1 17-5-2 Over 2 Supports R=993 W=3.75" R=993 ED PROF Design Crit: IRC2012/TPI-2007(STD) 0 FS PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.., ,4 SN Ff . OR/-/1/-/-/R/- Scale =.375"/Ft. Tmss Components of Oregon (503)357-:.118 a'WARNINGI'a MEAD MO MELON ALL NOTES ON THIS NDENIM _ REF R7175- 2340 825 N 4th Ave,Comelius OR 97113 as IINIBNTAIR'r FURNISH THIS DRAWING TO ALL.CON1NACTORS INCLUOINO THE lar u ns. 4/ 83294PE . TC LL 40.0 PSF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and tel GC _ the latest edition of SCSI (Building Component Safety Information, by TPI and NiCA) 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 shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17338290 .4�� sections 83, 87 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 the JebK I3Bt87 oniess nates atherwive. Refer w drawings 1SgA_Z far'['.dela plate positlens. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC L� Alping, a alfailur of ITN build th rg usspincon croup Ina. shall net ba ror for lhla rot any deviation from chis drawing, any 8 brace co builtl the truss in conforrnce with ANSI/T114 1, or for Seedling, shipping, AN ITW COMPANY installation bracing of[lasses. Roae►ta...K professional engineering .2° MP�FY+4,SMP 0r TOT.LD. 57.0 PSF SEAN— 11616 A ape M this Mewing or sever page Ilatl this IMwirug. Indicates responsibility solely for Si..design sheen. The suitability ed use of this drawing for any structure is the a$e11 Tar' DUR.FAC. 1.00 FROM BB 8351 Rovana Circle responsibility M Si..Building Weisner per ANSI/RI 1 Sea.=. Sacramento,CA 95828 For more Information see this,lob's general notes page and these web sites: ALPINE:ww.elpineltw.con; TPI:www.tpinst.org:RICA:ww.sbelndustry.com: ICC:www.icesefe.org Renewal 6/3012018 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 - 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. [- 21.5"7-10-8 1 7-10-8 H f 30" Typ. 2X4 III 3X10= 2X4 III 3X5= 3X5= 2X4 III 3X10= 2X4 III 1 -.100°°°°...... 1414%4144%.- - -40°...°°°°.°.-+Vi- 11:44444%444%%- - ...00°.° °°°°.... 111111111%%11%. . 3X10 III 2X4 III 3X10 3X7= 3X7= L 2-7-8 5-2-4 2-6-12 2-7-8 2-7-8 4c 1-11-0 1-11-0 �c 2-7-8 2-7-8 "...c 2-6-12 5 2-4 2-7-8 Fc 17-6-8 Over 2 Supports >.I R=1000 W=3.75" R=1000 W=1.75" CEO PROp� Design Crit: IRC2012/TPI-2007(STD) �G S PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.'4 ,P, TIL, OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4yr 825 N 4th Ave,Cornelius OR 97113 "' FURNISH THIS DONNING to ALL CONTRACTORS INCIIIDIM THE INSTALLERS. r TC LL 40.0 PSF REF R7175- 2341 Trusses require extreme care In fabricating, handling. shipping, Installing and) fecbracing. Refer to ae follow DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �� to performing mesa functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, cop 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 neve brace ag Installed per SCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338289 sen I o��N thetlonsin g3. aiB7 or unlB10ess as applicable. e.ApRefer pietas to wing ra<a or fru and rd pl to as show„abaye an IL,ll the Jnlnt gdiv� i unless oared egerwise. Gr to Inc.drewshangsll not a forstandardplate positions. ti OREGON BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITN dtheBuilding Components croup Inc. snail not W responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN MN/COMPANY installation A bracing or trusses. 1,014,100. 0 TOT.LD. 57.0 PSF SEQN- 11618 - A awl w this drssing or eager pegs Ilssing this drawing, Indicates ssasptrgs of professional engineering 8351 Rovana Circle responsibility solely Ter the design I ....per shorn.ANSIirnI`1 Soc.2.`n'w.or this drawing ter any"r""'1`m` °$@"Tao-- DUR.FAC, 1.00 FROM BB Sacramento,CA 95828 for more Information see this Job's general notes page and these web sites: ALPINE:www.eepineitw.em:TPI:www.tpenst.org:RICA:ww.sbeieustry.com: ICC: www.iecsafe.org Renewal 8!80/2018 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 - 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 1.5X3 III III 1'5X3 III 1 .• .-.-. 1 I-1336(")(1)336(")(1) EE 1-6-0 1-6-0 3X5= •i ■lr11121 -if_i 3X5=Emimmomilmmui g-0 0 lir 1.5X3 III 1.5X3 III 1.5X3 III H--2-4-0-----3.1 0-1-8 4L- 2-2-8 ..j 2-4-0 Over er Continuous Support R=131 PLF W=2-4-0 Design Crit: IRC2012/TPI-2007(STD) rE'a PROF PLT TYP. Wave FT/RT=10% 0% /4 0 16.01.i.` l (. _yap�6'4S1 OR/—/1/—/—/R/— Scale =.5"/Ft. Tmss Components of Oregon (503)3572,118 "WARN INGI as READMOFOLLOW ALL.orfs ai 71413 OWNING! IP 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.* FURNISH maim u"'O'O ALL CONTRACTORS INCLINCLUDING .lnINSTALLERS. �C9 TC LL 40.0 PSF REF R7175— 2342 Trusses require extrema 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 4/C - DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, top chard shall have properly attaehed structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338291 .4 LLJ NJ sections 83. 87 or 810, as applicable. Apply plates to each face of trussand position es shoe',above and on p the le rc Detalla, unleaa"orad ether wise. Refer to drawinga,60A_Z fart.naard plata paaltiena. 1 2/05/2017 BC LL 0.0 PSF CA-ENG PBC/RTT I Alpin.. .dlylalan of ITR 9pilding Caapp ante 0reap Ino. shall at b.r.sponalble fpr soy d.ylatlm.ram this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITNCAMR4NY installation A bracing of trusses. ys� ^ TOT.LD. 57.0 PSF SEQN- 102955 A semi an this drawly or"over eye listing this drawing, indlastes ssaeptense of prefaawleal engineering V raaponslbl l Ity solely fee w design shown. The suitability and,se of thin drawly for any structure is to 'r �Y 14,20d6 8351 Rovana Circle '°"'ti e1 the hal Idly g»'*-r per wl.1/r►1 T 3.a.=. $elf Tao DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175222 ALPINE:awe.eipineite.can;TPI:wlo.tpinst.org:WfCA:wwa.sbcindustry.cam; ICC:sw.iccsafe.org Reamsvmd utuntomeR 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 Bottom chord checked for 10.00 psf non-concurrent bottom chord live (UP) 5 plate(s) require special positioning. Refer to load applied per IRC-12 section 301.5. scaled plate plot details for special positioning requirements. 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 1-6-0 1-6-0 _140-0-0 Y / /42/5Y // / 2X47---- 3X5(**) = 3X5(**3(= 3X5(**) = 3X5(**) = 2X4. 3 5(**) F'` 0-1-8 -L1, 7-11-8 J 1 8-1-0 Over Continuous Support R=131 PLF W=8-1-0 Note: All Plates Are 1 .5X3 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) ,ED PRO/L� PLT TYP. Wave FT/RT=10% 0% /4 0 15.02.rA t i._ �t�f�7\ �1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-:.118 "WARNING!" N1S RAN Foca All Peri a nus LINING I Ui 4, ��/� TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 rel AS" fabrN atin aw,dl TO NJ_CCONgTORSInstalling l ling and Txg INSTALLERS. �� REF R7175- 2343 Trusses require extreme care in fabricating. handling, shipping, installing and bracing. Refer to and follow 83294PE the latest edition of SCSI (Building Campment Safety Information. by 7P1 and arca) for safety Practices prior Q.' ` DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide top chord shall have proper) attached structural temporary bracing per SCSI. Unless noted otherwise, f' rigid ceiling. Locations shoal for sheathing and bottom chord Mall have a properly attached ,4�, sections 63, S7 or 610. as applicable. Apply plateslateratoeachint facefof trussalldhave positioning as Moawlled boveea `on BC DL I,LfrJ�, 7.0 PSF DRW CAUSR7175 17338288 the Jai nt Detal la, unl eaa noted otherwlae. Rarer to drawings i80Ad ran standard plat.as and1 2/05/2017 BC LL Alvin.,a dlvlalan oe ITR Bulltling Compo ao a croup Inc. shall mt b rosponslbla ran my deyletlon from this OREGON 0.0 PSF CA-ENG CWC/CWC drawing,any failure o build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMR4NY installation a bracing of trusses. A seal as drawing a ,ng er apage listigrowing,,h,this growing, IIW,wCN eww„ w aptan .r f lana,en/SneeringIIPLI. t TOT.LD. 57.0 PSF SEQN- 24802 responsibi I Ity widelyfthe Nosh.ar tdesign Nosh. The soltabl l ity and use of this drawing for any structure „ 1.Y�4r 20 , i0 8351 Rovana Circle responsibility of the Paliding Designer per ANSI/TP,1 Sea.2. 8•eH Tar OUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: ALPINE:wew.alpineltw.com; TPI: www.tpinet.org:RTCA:avw.sbclustry.cum; ICC:www.iccwro.org SPACING 24.0" J REF- 1 W6H7 1 75222 M m Rssasws/11/211/9/141! 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. 30" TYP. 3X5. - 1 .5X3 X51 .5X3 III 3X5---.' 1 .5X3 III 1 .5X3 III 1-6-0 l El 3X5= 3X3= T 1.5X3 III 3X 0 12 2-6-12 J 2-6-12 2 8 2_7_8 0 12 �l` 5_2_4 laicc2-8-4 EC 8-1-0 Over 2 Supports R=461 R=461 W=2.5" Design Crit: I RC2012/TPI-2007(STD) r EO PROF..„ PLT TYP. Wave FT/RT=10% 0% /4 0 15.02.v,_ g pli Elc' 1/4.3 OR/-/1/-/-/R/- Scale =.5"/Ft. ) •WARNINGI••READ AND FOLLOW ALL NOTES ON THIS ORANINOI ��/� Truss Components of Oregon (503 13 118 .•IMPORTANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. • TC LL 40.0 PSF 825N4thAve,ComehusoR97113 REF R7175— 2344 Trusses require extrema care In fabricating, handling, shipping, installing and bracing.Refer to and follow /►a the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior IC / ME DL 10.0 PSF DATE 12/04/17 to performing these functions. installers shall provide temporary bracing per SCSI. Unless noted otherwise. cop chord shall neve 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 per BC BC DL 7.0 PSF DRW CAUSR7175 17338302 �� IJ .l sections 83, ST or 610, as applicable. Apply places to each race or cru and position as shown above and on 1 2 17 /05/20 ' Pf� the Joint Details, unless noted otherwise. Refer to drawings,BGA_Z for standard plate positions. BC LL 0.0 PSF CA—ENG CWC/CWC I , Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any A brace go f ildcru see truss in<onfermon<e with Axs1/TP1 ,,or for handling, shipping, = TOT.LD. 57.0 PSF SEQN— 112564 w AN ITW C.OMR4NY installation A bracing of trusses. eye y A sssl en this drooling Sr serer pays listing this dooming, Indleetas moeptalss ef prsfemoIansl engineer) V V- A rsapaslbillty moiety for the design shed. The suitability and use of this drawing far any strdetlre Is the �Y'14r 20 V 8351 Royana Circle responsibility of the Building Designer per ANSI/TP!T Imo.2. $$egg Tar i DUR.FAC, 1.00 FROM BB Sacramento,CA 95828 Ear more information see this Jobs general notes page and there web sites: SPAC 1 NG 24.0" JREF- 1W6H7175Z22 ALPINE:www.el Pineicw.can;TPI:www.tpinat.org;WTG1:www.abei ndustry.eom; ICC:wrw.iccmofe.or9 Re.revs/RIIIM?fadR 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. 7-10-8 -12"-i- 7-10-8 -1 30" Typ. 3X3= 2X4 III 3X10 - 2X4111 3X3= 2X4 III 3X10 m 2X4 III 1-6 01-6-0 Y + I 1111F111 9-0-0 3X7= 3X10 2X4 III 3X10==- 2X4 X10=2X4 III 3X7 L 2-7-8 5-2-4 2-6-12 ,L 2_7-88 -1-1"1:11+- 2_�-8 2-6-12 5 L. 2-7-8 J l[< 'I' 16-3-0 Over 2 Supports >1 R=926 R=926 W=2.5" oiiEo PROpt Design Crit: IRC2012/TPI-2007(STD) ,�/'G S e PLT TYP. Wave FT/RT=10%(O%)/4(0) 15.02.1At•GAN E . M: OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-:.118 ••WARNING!•• READ Allo FOLLOW ALL,NOTES pl TNIS BRMINDI �+ 825 N 4th Ave,Comelius OR 97113 ••IMmORTANT^ FURNISH THIS BRMINS To ALL CONTRACTORS INCLipINO THE INSTALLERS. �TC LL 40.0 PSF REF R7175- 2345 _ Trusses require extrema care in fabricating, handling, shipping, Installing and bracing. Refer to and fallow 0..e." / DL 10.0 PSF DATE 12/04/17 the latest edition of BCS! (Building Component Safety Information. by TPI and RICA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, tap chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17338305 1 rigid ceiling. Locations shawl for permanent lateral restraint of webs shall have bracing installed per BCS! 12/05/2017 �, 1� sections B3, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on O Lie Joint Ibtalls,--0:7.-:7.7::-----. nless n ted otherwiss. Refer to drawlrgs,6oA-z far standard plate posltlons. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC L� Alpine,a tlivislan of ITR Bulltli g tampaonts Group Inc. shall of a respmslDls for any tivla[lon from this Crating,any the t d failure go builtrusty In conformance with ANSI/TPI ,, or for handling, shipping. �l/(y14,aocP TOT.LD. 57.0 PSF SEQN- 11594 W rAM AN ITR4NY Installation f bracing of trusses. e A seal en this droving or oewr page listing this drawing. Indicates seagtelwe of proMsislrl engineering reapenslblllty solely ear the design shawl. The suitability and use or this drawing Ter any structure Is w 8351 ROvana Circle ranpenslblllty of the Building Designer per MSI/TP1 ,S.e.2. C II Tar ' DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more information see this Jobs general nates page and theee web sites: Renewal 6/81M2018 SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:wwe.alpineitw.ran; TPI:w,w.tpinat.org;WTCA:www.sbeindustry.can; ICC:www.lccaafe.org 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. r 30" Typ. 2X4 Ill W=3X5 2X4111 3X5= 2X4111 3X5- 2X410 3X7- 2X410 3X3= 3X5= 2X4I0 40_0_0 X5— 3X3=— W=3X5= M 3X7- 3X3= 3X5 3 9999 3X5= 3X10 Lc 10-0-4 13-0-0 L. 2-7-R _L 2-6-12 ,ii, 2-1-n 4-7-122-6-12 41_ 2-6-12 5 1_B 9-6-17 4, 2-7-8 alp 2-6-12 5 L. 2-7-8 5-2-4 'I— f 23-0-4 Over 3 Supports R=493 W=3.75" R=1592 W=3.5" R=642 CEO PROFS Design Crit: IRC2012/TPI-2007(STD) S PLT TYP. Wave FT/RT=10%(0%)/4(0) 16.01.• i • ,G N F G . s'O OR/-/1/-/-/R/- Scale =.35"/Ft. Truss Components of Oregon (503)357=-118 " EI INCI.' NN AND FOLLOW ALL NOTES co THIS DRAWING! 46 825 N 4th Ave,Comelius OR 97113 '•IIgORTANT•o FURNISH THIS DRAWING TO ALL 1 OMM:TONS INCLINING THE INSTALLERS. tN 83294PE • TC LL 40.0 PSF REF 87175- 2346 Trusses require extrema care In fabricating, handling, shipping. installing and bracing. Refer to and follow WG the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prier / 111_ 10.0 PSF DATE 12/05/17 to performing these functions. Installers shell provide temporary bracing per SCSI. Unless rested otherwise, top chord i anal I nava properly attached Structural sheathing and of tomweb Marl shall have properly attached BC :C DL 7.0 PSF DRW CAUSR7175 17339011 11 v. rigid ceiling. orB10. 1 .Locations shown for applicable. Apply plateal o each fa o£Sobs shell M1pos bracing Installed par BCS! 12/U5/20 1 7 secA 11_, 1] the Join 83. ai er unl sns otedOtherApply plates wing fete of and position as stoat above end on p the Joint Details, vola weed Otherwise.Compo Refer to Inc..isha shall forstandard plate positions. ti OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT piping• a division of ITN Building Components croup Inshall Trot be Tor than,or any deviation from this drawing, any failure ca build the truss in conformance with ANSI/TPI 1,or for handling, shipping a AN ITW COMPANY ,natal I.alon A bracing of trusses. 11414 rzod' 0r TOT.LD. 57.0 PSF SEQN- 154038 A seal ea this drawing or wear pose listing this Mowing. lenient.,Of this er prtee...lens)engineering t Sg s i r5,a1,.IRl Illy solely Per the design shame. The suitability and w of this drwing for any structure Is the 8351 Rovana Circle rafpen.lelllty or the Eliding Designer per ANSI/TPI 1 Sec.=. /'Tar DUR.FAC. 1.00 FROM BB Sacramento,CA95828 For mmre information at.this Job's general notes pain and these web aft»: Renewal 6/30/2018 SPACING 24.0" JREF- 1W6H7175Z22 ALPINE: aww.al pinelae.can; TPI:mww.tpinst.org;NBCA:wgw.abcinduatry.cw; ICC:eww.mccsefe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - H ) 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. F7-10-8 4.5' -r - 5-3-0 1 30" Typ. H 1 .5X3 III 1 .5X3 ii 3X7 - 1.5X3 III 3X3= 3X7= 1.5X3 III 1 :,2_,..._____________ L.. _ 1-6-0 1-6-0 3X7==- 1.5X3 III 3X5-- 3X5= 3X5= I' 2-7-8 45-2 2-6-124. 2-7-8 'Ii. li 2-6-12 J_ 5-2-4 2-7-8 21 F13-6-0 Over 2 Supports R=769 W=1.75" R=769 W=1.75" CEO PROp Design Crit: 1RC2012/TPI-2007(STD) , S PLT TYP. Wave FT/RT=10% 0% /4(0 15.02.0/, Al,QT9N F_ . ... OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-:.118 ••WARNINGI•• READ AND FOLLOW ALL NOTES OW THIS DRMINGI 825 N 4th Ave,Cornelius OR 97113 e'npDRmia.. MINIM THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �TC LL 40.0 PSF REF R7175- 2347 Trusses require extreme care In fabricating, handling, shipping. Installing and bracing.Refer to and follow the latest edition of SCSI (Building Component Safety Inrorw�etion, by TPI and WTCA)for safety practices prior eir........ iiimio,..... DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otferwlse. — olgilhh, toprig chord aha. nava properly n fOr pd manenstructurel sheathing end boeeeb shard shall have a properly d per :C DL 7.0 PSF DRW CAUSR7175 17338308 rigid eelllrg. Locations shoran Tor permanent Ialeral restraint of webs shell have bracing Installed per SCSI 12/05/2017 ,4�1 sections B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on IIuI�II T Hie Joint Details,unless nate%atJ,enrlae. Refar to drawlrgs 1GOA_Z Tar ataMard plate paaltlana. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC I AIpI»,a division oT 17W Bulltli g In Group Inc. shall ruC bs responsible Tor any Wvla[ian from this drawing. any failure to build the truss In conformance with ANSI/7P1 1, or for handling, shipping, e AN ITwCOMrxrry installation.bracing of trusses. 4 11/LY 14 Qod► • TOT.LD. 57.0 PSF SEQN- 11711 A seal on this drawing or eaver pegs listing this droving, Indicates ocesptsnee of prsfsssimislung ineeri _l. i responsibility solely for the design shown. The suitability and use M this drawing for any structureI the •T 8351 Rovana Circle reepgolbl l lty x Hr.Building D..I grrr per AIISI TI t 302.2. 8e'1 Tao OUR.FAC. 1.00 FROM BB Sacramento,CA9582s Far more Information awe this Job's general notes Page and chweb sites: waw. Renewal 8/80/2018 SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alpinelew.cea; TPI:www.tplrnt.ory;RICA:wew.abe lduserr.eow;am: ICC:ww.Iccsafe.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 :116 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= 116 T 1-6-0 I •_„,i - , a ■ IIS I I. .a 1-6 O ��// �� //�� /��//��,//��/_/////, �9-0-0 3X5 **) = 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**� W=3X5= 3X5(** - - 3)(5(**) ** ** ** ** ** +* 3X5(**) = 3X5(**) 3X5( )(1) = 3X5( ) = 3X5( ) = 3X5( ) = 3X5( ) = 3X5( ) = 3X5(**) 1< 23-5-12 0JL 8-7-12 0-0-1E3 I— I14-0-4 J Fc 23-5-12 Over 2 Supports >J R=131 PLF W=18-0-0 R=81 PLF W=8-9-4 Note: All Plates Are 2X4 Except As Shown.711O PROF Design Crit: IRC2012/TPI-2007(STD) i%s F PLT TYP. Wave FT/RT=10%(0%)/4(0) 16.01.' +N G • f `piato OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 57- 118 ”WARN INGI*•READ AID FOLLOW ALL NOTES 011 THIS OWNING, (� !f, AQ TC LL 40.0 PSF REF R7175- 2348 _ 711 ^- � F 825 N 4th Ave,Cornelius OR 993 "1 µT” FURNISH DRAWING To ALL uNTNnetola INCLUDING TIN INaTALLE16. jV 83294PE therla estreditioneof ntrBC51 care ildingbC Component Safety.Information; Installing and fety practices`prior Q.* 0,...--- _ DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCS,. Unless noted otherwise. tap chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338284 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC ,4 —`� sections B3. Br or Bio, as applicable. Apply places to a.face of truss and position as shown above and on 1 2/0920 17 rrO'JNJ l� he J.--Borah:. .lass not.,-,.:.:--- oted atna„rlse. refer to draalrgs rsoA_z far standard Plate Positlo,.s. BC LL 0.0 PSF CA-ENG PBC/RTT I AIPi.., a divialon of ITW&Ildl g CawPa...ts group Inc. shall.et b.responsible far a.y d.i.tian from this OREGON drawing, any failure co build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN IT'W COMR4NY installation i bracing of trusses. A ‘141'14,20114 C TOT.LD. 57.0 PSF SEQN- 102959 A owl en this drawing or cover peg.listing Chis growing, Indiana*secopt ns.of Frof..slen.l engineering ICY 14,20 la 8351 Rovana Circle responsibility ti of"the forbuilding„'i„'"pa;ANSItl1suitability .e of this drawing for structure is the 4s$e�I Tan OUR.FAC. 1.00 FROM BB Sacramento,CA 95828 Far more Information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alPineltr.caw; TPI:www.tplrnst.org;11TCA:rww.sbelrnWstry.com,: ICC:www.leesefe.org Renewal 6190(9018 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 d_ 11" _I 2-9-0 I30" Typ. 1 .5X3 III 3X3= 3X3= 1.5X3 III 1 - - 1 l = - - Ilir -0-0 l 1.5X3 III 3X3= 3X3 1.5X3 III 0"12 0"12 —14r 2-8-41-0-8- 2-8-4 1< 6-5-0 Over 2 Supports >1 R=366 W=2.5" R=366 Design Crit: IRC2012/TPI-2007(STD) FLEA PROF& PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01 .', k f B . 1 OR/-/1/-/-/R/- Scale =.5"/Ft. _ Tmss Components of Oregon (503357-:.118 **WARNING!"READ AID saiGn ALL NOTES ON THIS MOWING! (g �� FiQ 1. TC LL 40.0 PSF REF R7175— 2349 825 N 4 Ave,Cornelius OR 97113 "1 TFURNISH THIS DRAWING]°ALL CONTRACTORS INCLUDING THE INSTALLERS. 830meE 9 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and fellow the latest edition of BCSI (Building component safety Information, by Til and MA)for safety practices prior wa. ...ow,' DL 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 ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338285 es A 1��N FE' sections B3. B]or unless as applicable. Apply places co each face of truss and position as shoot above and m the Joint Details,unless notatl Coise. Refer to Inc. ha 180A-1 for standard plate positions. 12/05/2017 BC LL 0.0 PSF CA-ENG CWC/CWC Alpine. .y failure of Ibu Building th truss in Group an I . shall not a responsible hn Tor any ppiatitn from this OREGON drawing, any failure eo r tru the truss In tonTtrawnoe with ANSI/TPI ,,or for handling, shipping. = TOT.LD. 57.0 PSF SEQN- 350844 AN I1lN COMPANY Instal!scion a bracing or truss. 10 Abed en this drawing er ower pig.I IstIng ells drawing. Indicates s aspten...f prKtlslenal a ln.ering 4 SLY 14,2s. 0 raepan.lbl Iley solely for the assign shine. Tiee suitability and use of this drawing ler any stresturs Is the 5`4e11 Tar t DUR.FAC. 1.00 FROM BB 8351 Roma Circle r.eponlblllty of the Building D..Ign.r per ANSI/TPI,Sae.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alpinolew.can; TPI:waw.Cpinst.org;OTCA:wxw.sbelntlustry.cm; ICC:www.iecsfe.or8 Renewal 61110/2018 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. T 'If 30" TYP• 1.5X3 III 1 .5X3 III 3X3= 11 1-61-0 1-6-0 -0-0 Y 3X3-- 1 .5X3 III 1.5X3 III 0"12 2-7-8 9"4o"1z 2-8-4 ft- r9"40�i2 3-6-4 Over 2 Supports R=95 R=95 Design Crit: I RC2012/TPI-2007(STD) 0EO PROPk.S+ PLT TYP. Wave FT/RT=10% 0% /4 0 16.01.x! G �'/ eel a OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-1,118 me lNGl ae READ MO HOWSE ALL Nous GN uw THIS INGI 825 N 4th Ave,Comelius OR 97113 ssIIFONTANraa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INs*eu.rRS. yr 83294PE `� TC LL 40.0 PSF REF R7175- 2350 Trusses require extreme cera In fabricating, nenaling, shipping, imtallinand bracing.Refer to afellowDL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Coegonent Safety Information, by TPI andd RICA) £or safety practiceoa s prior �� to performing Nese functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, - - top chord shell have properly attached structural sheathing ane bottom chord slab have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338293 rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing Installed per BCSI f cions B3. B7 or B10, as applicable. Apply plates Co each race of truss end position as shown above and on 12/05/2017 ,4�P�' V rJ tre he Joint Details, unless noted otherwise. Refer to drawings 180A_2 for standard plate positions.Alpine. a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT drawing. any failure to the build truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMrxrlY installation IL bracing of trusses. /5014.20 0% j seaewerTOT.LD. 57.0 PSF SEAN- 39505 A el on this drawing or ewer listingpingo this drwlry, IMKM • Ieewaptallae N p P0.5 155.1 engineering G 014.20 m raappulbl llty solely for the design,hewn. Ti..suitability and lir of tills drawing for only structure is the 0 8351 RovanaCircle rwpalelbl I ICy`f n»all Iding Designer per NISI/ONDUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and New web sites: ALPINE:www.alpinoltw.<om, TN:www.tphnat.org;RICA.www.ehcindustry.<em, ICC:www.l<ceafe.arg Renewal 8/3012018 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 - 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" di, 14.5" �7 ,11y-8 1 - _ _ _ 1 1-6-0 1-6-0 I 1 I I .1 1 - J *9-0-0 3X3(**) -=-- 3X5(**) 3X5(**) = 3X3(**) FE-1-4-12--1-4-0—+9"8 0-1-8 J1,.. 3-4-12 J F3-6-4 Over 2 Supports R=201 R=201 Note: All Plates Are 1 .5X3 Except As Shown. Ep PRO/e Design Crit: IRC2012/TPI-2007(STD) �� Fs+ PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.0t 1 d AN EF e OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon (503)357-:.118 '•WARNINGIea READ AND FOLLOW ALL IVIES III THIS DIMING! (le 88294PE A qREF 87175- 2351 825 N 4th Ave,Cornelius OR 97113 ..IIiDRTAM° FURNISH THIS DRAWING TO ALL 1:0111 OTOI S INCLUDING TIE!MALLERS. v r TC LL 40.0 PSF Trusses require extreme care In fabricating, handling, shipping. Installing a.bracing. Refer to aha follow the latest edition of BCSI (Building Component Safety information, by TPI end RICA) for safety Practices Prior DL 10.0 PSF DATE 12/04/17 co performing these functions. installers Shall provide temporary bracing per SCSI. Unless noted otherwise. — Adililk top chord shall have properly at[achetl structural sheathing and porton chord shall have a properly attached BC DL 7.0 PSF DRW CAU$R7175 17338306 rigid calling. Locations shown for permanent lateral restraint o£webs shall have bracing installed per BCSI �� nii sections 83. 87 or 810, as applicable. Apply plates to each face of truss and position as shoerm above and on 12/05/2017 the,einK petalls, unless notal ethanols.. Refer to drawings:"A-:for standard plata Positie�. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a dlfailur of RTW Bullh truss con Group Inc. shall ret b1 for for for any deviation free this OREGON drawing, any failure co build the cross In conformance with ANSI/TPI 1, or for handling. shipping, AN RTW COMPANY Instal lotion A bracing of trusses. cy ds a TOT.LD. 57.0 PSF SEQN- 24813 A I on this draping or atter page lifting this drawing, Indian/so epee/ten"of pnefeeslenal engineeringLY 14,2G �0 Wft responsibility solely for the design shown. The witabillty and use of this drawing Per any structure Is the -- — 8351 Rovana Circle raspalbllley x theWI Building per ANSI/Ipl 1 owes.=. *leis Tar DUR.FAC. 1.00 FROM BB Sacramento,CA95828 For more Information see this Jobs general nota mage enl these web alts: g RWnowal 6/8o/20i SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:wnw.alpineltw.cen; TPI: www.tpinst.org;WfCA:www.abc indmnwww.lectniee.org ICC:wwn.iccfe.or THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - Z ) 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 1/360 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 ..............m...1........ --. 1 1-6-0 I "MI-I MI 1-6 0 I, ..7MMEMMUMMMEMEMMOMMMMMMEMEMMMEMMW.. • OMMMEMMEMMEMMEMMWAMEMMMEMEMEMMEMMEMMMEMMEM 40_9-0-0 1, r ir 2X4= 3X5(**) = 2X4 5-5-14 0-1-8 -11,, 5-4-6 J 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) �,�ED PROFFS PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.' 1 dfN FR iTNIly OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon (503)357-2118 ''WARMING[''READ1Nn FOLLOW ALL norm ON TNIs OIMING! V' 4/ 83294PE A Z TC LL 40.0 PSF REF R7175- 2352 825 N 4th Ave,Comelius OR 97113 **IMPORTANT** FURNISH MIS DRAWING To ALL COWMAcrals INCLUDING THE INSTALLERS. ((/ Y r Trusses require extreme care in fabricating, handling, snipping, Installing and bracing. Refer to and follow ft the latest edition of BCSI (Building Component Safety Information, by TPI and ATCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 to performing Nese functions. Installers shall provide temporary bracing par BCSI. unless noted otherwise, top chord shall have properly.[cached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF pi rigid ceiling. Locations shown for permanent leterel int of webs shall.have bracing Installed per BCS1 12/05/2017 DRW CAUSR7175 17338300 ,4[1--,PON sections 03. 87 or 010, as applicable. Apply plates to each race of truss end position as shoes above and on Ne Joint Retails,unless costed otherwise. Refer to drawInc. ha 1Bno_¢far standard plat.positions. BC LL 0.0 PSF CA-ENG PBC/CWC Alpine, .y failure of ITN Building Component'group Inc.with not be For forlhan rex any deviation from this OREGON drawing, any failure co build the truss in conformance with ANSIRpi 1, or handling, shipping, AN IrwCAMRri.NY installation A bracing of trusses. 41 = TOT.LD. 57.0 PSF SEQN- Arespo onthis deeming or Dower design lifting The suitability drawing.tynand w or this sedren p�rro structure yr *sell LY 14•Wo i0 26319 8351 Rovana Circle rapeneibiIley or WA»Wilding Designer par ANSI/Tel 1 Sae,Z. $e„Ta" DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page end these web sites: ALPINE: wew.alpineltw.cam: TPI:www.tpinst.org:'MA:we:.sbcindustry.cam: ICC:eww.lcasare.org Renewal 8/30/2018 SPACING 24.0" J REF- 1 W6H7 1 7 5222 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. 19.25" 0.1-8 1.5X3 111 1.5X3 111 1 .—. JO 1-6 0 = 1-I = , 2X4 �_l 2X4— T Pir 1.5X3 111 1 .5X3 111 —1-10-4--->1 0-1-8 41, 1-8-12 J 1-10-4 Over Continuous Support r —I R=114 PLF W=1-10-4 Design Crit: IRC2012/TPI-2007(STD) � PRo�FO PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.'! 1 �1�FE OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-:,118 •'WARNINGIe• law AIB)Foca ALL I101ES a THIS DRAWING! �(j �Q Z TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I► TANr" FURNISH TM's DRAWING 1D ALL CONTRACTORS INCLUDING TIE INSTALLERS. 14/ 83294PE y REF R7175- 2353 Trusses require extreme BCS care In fabricating, Safety Information,ablating, installing WandTC bracing. Refer ce ane fella /. DL 1 0.0 PSF DATE 1 2/04/1 7 rile latest edition of eme agel lel ng Coapting,Safety shippby TPI a,g 11TCA) for safety r to and prior 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 have a properly attachedwn BC DL 7.0 PSF DRW CAUSR7175 17338299 rigid calling. Locations shofor permanent lateral restraint of webs shell have bracing installed per BCSI ,4�� sections B3, ST or 510, as applicable Apply plates to each face of truss and position as shown above and on 12/05/2017 rJ the jtig,Dotalis,':Tess noted tng C.laa. :afar er..inga,GOA_z for BtaMerd piste position:. BC LL 0.0 PSF CA-ENG PBC/CWC I Alpine, a dl visim of Ibu Builder:truss Group Inc. shall not he response bee for any dppiatian frau CM1Is OREGON orating, any(allure go build she truss In conformance with ANSI/FPI ,, or for handling. shipping, ATOT.LD. 57.0 PSF SEQN- 26315 a N ITW COMPANY Installation s bracing of trusses, ye- A...1 on this ding or smear sago listing this droning, Indlast s. .Pteno.of prof lol engineering vLY 14,2 0*lowingaawe — Si.. Wonreeponalblllty solely for dgn shown. The suitability and man.of Chis drawing for any strut-tura Is the 0Sle�'�� • DUR.FAC. 1.00 FROM BB 8351 Rovana Circle r.span.iblllty M Lie Building Designer per ANSI/1,1 1 Sea.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.elpineitw.con; TPI: www.tpinst.org;.TCA:sww.sbclndusiry.con; ICC:sew.icc.afe.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 - 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. 3.1„ 7'18 2X4 III 1.5X3 III 1.5X3 III 2X4 III 1 - L J - 1 1-6-0 W2 W3 1-6-0 r 1 J 9-0-0 IV 1.5X3 Ill 2X4 III 2X4 III 1.5X3 III 0 5e4,�e815lA4 tr 1-8-8 Over 2 Supports rL R=46/-379 R=46/-401 Design Crit: IRC2012/TPI-2007(STD) Pso PROFFS PLT TYP. Wave FT/RT=10%(0%)/4(0) 16.01.p,crd _ % OR/—/1/—/—/R/— Scale =.5"/Ft. Tress Components of Oregon (503357-:.118 ';wARN'RNI H RIAS AND FOLLOW ALL lams n THIS INCLUDING 10 TC LL 40.0 PSF REF R7175— 2354 825 N 4th Ave,Cornelius OR 97113 ••IlsnmANr FURNISH THIS DRAWING To ALL uglnAnoas IIICllellNi,�INSTALLERS. 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 practice,prier DL 10.0 PSF DATE 12/04/17 to performing these functions.t properly Installers shall provide temporary bracing par SCSI. Unless noted otherwi se, top chord shall have properly attached structural sheathing and bottom chord shall have a attached rigidceiling. Locations shown for permanent lateral restraint of webs shall have bracingInstalledperSCSI BC DL 7.0 PSF DRW CAUSR7175 17338298 A�1 l 0 sections B7 or oto, as applicable.cable. Apply plates to each face of tress and position as shoe above and on 12�05�20 17 I II�—I f r—' the Feint Details,Cohan mated Buiothlding Components Refer to Inc.drawshengs 160o_Z for standard psora any deviation BC LL 0.0 PSF CA—ENG PBC/RTT LI I , Alpin..,division of In B„Ilding ca.pa,n.,,c,creep Inc. ,hall not w r.apan,lble for any d..ni,tlan from this OREGON drawing,army:allure to build the truss In conformance with ANSI/TPI 1, or for handling. shipping, AN irwconnanpry lnatalatlent br.ol g of tre„aa. 'A '141'14,26 1{► TOT.LD. 57.0 PSF SEQN— 39508 A.eel on this arming or Cesar pegs listing this drawing. 'WICK.of this law of professional engineering I ng responsibility solely for ens design Wenn. The suitability end w of this droning Tel any structure Is w 8351 Rovana Circle responsibility x the Building Designer per ANSI/TPI 1 s«.=. $soy Tar OUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more information.ee this st.o general not.,page and these web,Ito,: SPACING 24.0” JREF— 1W6H7175Z22 a ALPINE:won.alpineltw.rum;TPI:won.tpinst.org;RICA:www.sbelndustry.com; ICC:a,w.lecsefe.or9 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 - LG ) Bot Tochord 2x6 DF-L 2400f-2.0E chord 2x4 DF-L #1&Bet. 2 COMPLETE TRUSSES REQUIRED l ` i Webs 2x4 DF-L Std/Stud :W2, W4 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row 812.00" o.c. Special loads Bot Chord: 1 Row 8 6.50" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row 8 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] SS0514 S 1.25 The TC of this truss shall be braced with attached spans at 24" OC in [ 5] W5X7 S 1.25 lieu of structural sheathing. [ 7] 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]SE 1.5X3 III 4X5---E 4X5(R)[13] III 3X5= 4X5(R)[20] III 4X8(R) III �6 p m 1-6-0 [ w� Wa I I IIII ��I 1-6-0 4_9-0-0 I SS0514[4] = 6X10[7] =- 4X5(R)[12] III 4X5[14] = 4X5(R)[19] III 4X5(R)[21] III 3X5 III SS0514 --- 1.5X4 III 1 12 3-3-153-3-15 3-7-1 3-7-1 3-7-1 3-3-15 3-5-10 112 3-3-15 + 3-3-15 �I` 3-7-1 �� 3-7-1 + 3-7-1 'I` 3-3-15 + 3-3-14 1 2 I< 24-4-4 Over 2 Supports R=3245 W=5.5" R=1398 W=3.75" Design Crit: CUSTOM/TPI-2007(STD) CEO PROAL. PLT TYP. 18 Gauge HS,Wave FT/RT=2% 0% /4 0 16.01.►<<` � = i S'/. OR/-/1/-/-/R/- Scale =.3125"/Ft. Tnlss Components of Oregon (503)357-2118 "WARN INGIee READ MD FOLLOW ALL NOTES ON THIS INW1141 TC LL 40.0 PSF REF R7175- 2355 825 N 4th Ave,Cornelius OR 97113 'w II TANT'a FURNISH 'II I- ISH THIS DRAWING TO "CTW INCDINO THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and fella., DATE 12/04/17 the latest edition of BCSI (Bulidiet Component Safety Information, by TPI and WTCA) / DL 10.0 PSF t0 performing these functions. Installers shall provide temporary bracing per SCSI.for safety practices prior Unless noted Otherwise, top chore shall have properly attached structural sheatnl,y and bottom chord seal l have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338307 rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI [Ions B3, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/20 17 Ail PON I tna na Joint Details,unless noted otherwise. Refer to drawings 1BBA_Z forstandardplate positions. BC LL 0.0 PSF CA-ENG PBC/RTT �1�I LIQ I �! Alpine, a division or ITV Building Components croup 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 ITN/C.OMR4NY installation A bracing of trusses. 15 .144.14a TOT.LD. 57.0 PSF SEQN- 108034 A semi on this drawing or cover pogo Mating this drawing, indiemtem N..ptmllee of professional engineering ,20 0 a responsibility solely for the design sheen. The suitability and use of this drawing for any structure Is w — 8351 RovanaCrcle ...ponahblllty of the Building Designer per ANSI/1P1 1 acme'=, a8e11 Tan�� DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web antes: LOADING SEE ABOVE ALPINE:www.alpineitw.com;TPI:www.tpinst.org;MICA:ww.abelndustry.com; ICC:www.iccsafe.org Renewal 6/30/20 J REF- 1 W6H7 1 75222 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - KG ) Top chord 2x4 DF-L #1&Bet. 2 COMPLETE TRUSSES REQUIRED 1 : 1 Bot chord 2x6 HF SS 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 @12.00" 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] o a :U . 1 1-6-0 -----------i--- I— IW _ 40_9-0-0 5X7[4]- 5X7[13] = 3X7 Ill 3X7 III 1"12 2-3-2 9"2 1-7-8 1-8-0 5^l0 2-4-14 it 2-3-2 9"2-1 1-7-8 - 1-8-0 'I5a1 2-3-2 9-4-0 Over 2 Supports R=3566 W=5.5" R=4180 Note: All Plates Are 1.5X3 Except As Shown. :c)::1111: OD Design Crit: IRC2012/TPI-2007(STD) Et �` Oft PLT TYP. Wave FT/RT=2% 0% /4 0 16.02. ,,,, NaW vvOR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon (503)357-2118 meWARNINGIet READ AID FOLLOW ALL NOTES ON mus(*Palm REF R7175- 2356 _ 825 N 4th Ave,Cornelius OR 97113 w•uINA)RTANr•• FURNISH THIS ea is DRAWING To ALL INCLUDING THE INSTALLERS. llia‘ TC LL 40.0 PSF Trusses require extreme care in fabricating. handling, shipping, Installing aha bracing. Refer to and followthe latest edition of BCSI (Building Component Safety Information, by TPI and%TCA) for safety practices prior /' : DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall providetemporary bracing per SCSI. Unless noted otherwise, — cap chord shallhave properly attached structural sheathing and bottom s mord Shall neve a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338283 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS .4 sections B3. B7 or B10, as applicable. Apply pieties to each face of truss and position as sawn above and on Othe Joint Details,unless noted otherwise. Refer to drawings 1150A-Z far standard plate positions. 12/05/2017 Alpine, a division of IT%Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT drawing, anyfailure to build Cha truss in conformance with ANSI/TPI 1, or for handling, snipping, AN ITW COMPANY Iwtal lotion.bracing of trusses. CIP TOT.LD. 57.0 PSF SEQN- 6734 REV A seal on thin drawing or arm,page listing The s eking, indigestion,andtin.of dr of prefessnallal engineering ` 443.14Tao 201'P 0 resppuibi I ity solely for Me design.nein. The suitability and las of this drawing for any strut-two Is �se s DUR.FAC. 1.00 FROM BB 8351 Rovana Circle rssppsibl I ley of the Building Designer per ANSI/Tal 1 Bma.2. ell Ta•" _ Sacramento,CAe582s For more ce information see this 3ab•s general neva page and these .utas: LOADING SEE ABOVE JREF- 1W6H7175Z22 ALPINE:www.alpin.,te.cw.cowl; TPI:www.tplmat.org;wTCA:ww.,ee,nweerr.eom: ICC:ww.lcamafa.org Renewal 8/80/2018 a 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T 1 6-0 0 W2 0 0 o o o 0 0 � f0 o W6 0 0 1-6-0 I9-0.0 _ ///////////////////////////////////////////////////////// 1.5X3(**) III 3X3= 4X8(**) = 4X8(**) 3X3 1.5X3(**) UI E` 5-9-13 + 5-8-1 5-9-13 3.1 1 17-3-12 Over Continuous Support R=84 PLF W=17-3-12 Note: All Plates Are 1 .5X3 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) CEO PROFF PLT TYP. Wave FT/RT=2% 0% /4 0 15.02, .. 0 17?1�•, . OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503 357-_118 aaWARNINGIao READ ANN FOLLOW ALL NOTES ON nits own! ;siiio 0 825 N 4th Ave,Cornelius OR 97113 ••11PORTANr" FURNISH TNIs aRANll TO ALL CONTRACTORS mamma TIE INRALLEIIS. , TC LL 25.0 PSF REF R7175- 2357 Trusses require extreme care in fabricating, handling, shipping. installing and brad the latest edition of 9051 (Building ahl 1 g bracing. Refer to and tel < t Componenters l rInformation, by TPI and WA)for ssty ted other prior / iii _ DL 10.0 PSF to performing rheas functions. Installers orashell provide temporary bottom 9 per BCSI. Unless nates otherwise. DATE 12/04/17 top chord shall have properly attached structural sheathing and chord shallhave a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338292 rigid ceiling. Location shown for permanent lateral restraint ofwebsshall have bracing installed per acs sections 83. 87 or 810. as applicable. Apply places to each face or truss and position as sheen above end on 12/05/20 17 f=1ll(1 I El N the Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/GWH L� Alpine. a division of i1,.Building Components Group shall not be responsible for any deviation from this OREGON drawing,lla any&b are to buildCrthe truss in conformance with ANSI/TPI ,, or for handling. shipping. C TOT.LD. 42.0 PSF SEQN- 11721 AN ITW COMR4NY installation A bracing of trusses. A alai en this drwieg or ewer pegs listing this dr.seg, Indies.eaepe.,w.t peer soleal engineering 4 4/13.14,24° tO responsibility solely for[h.design.hewn. The witabllIty end use or this drawing tar any structure Is w • e35l RovanaCrcle responsibility a'Ma wilding N»I,.r per ANSI/TPI I See,z. *$e!!Tan OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Jobs genera notes peg.and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alpineltw.com:TPI:www.tpinst.org;*TCA:ww.sbcindustry.con; ICC:rw.locsefe.org Renewal 8/80/2018 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 eq 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. • 1111 • iii 1-6-0 El El El I11 • W1 • i-s o 111 3X3= ■ '■ /' 9-DD 1 .5X4(**) III 3X3= 1.5X4(**) III 5-4-0 Over Continuous Support -H R=84 PLF W=5-4-0 Note: All Plates Are 1.5X3 Except As Shown. �O PRO/ Design Crit: IRC2012/TPI-2007(STD) it , PLT TYP. Wave FT/RT=2% 0% /4 0 15.O2.',Sw d/T7,'-�1.sit 1 OR/ /-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-:.118 ** +INGla*READ AND FOLLOW ALL NOTES ON TNRa dDMING' REF R7175- 2358 825 N 4th Ave,Comelius OR 97113 w*IRPDRTARTe° FURNISH THIS DRAWING TO ALL Gama ram INCLUDING THE H•TAtLENG. r� TC LL 25.0 PSF Trusses rewire extreme care in fabricating, Component Safety Information, by TPI and bricating, handling,shipping, installing and bracing. Rarer to and follow 83294PE the latest edition of SCSI ( MA)for safety practices prior / _ DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall providetemporary bracing per SCSI. unless noted otherwise, ha cop chord shall have properly aetached structural sheathing and bottom chord shall have a properly attached s BC DL 7.0 PSF DRW CAUSR7175 17338309 T. rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per GCs nsections G3, G7 or G10, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 1L L�iO N the drawings 160A-Z for standard plate positions.Joint Details,unless noted otherwise. Refer to A Alpine,a division of ITN Gilding Components Group Inc. shall not e.responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG CWC/GWH drawing,any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY instal titian>,bralng of trusses. 0 TOT,LD. 42.0 PSF SEON- 11717 A...I w this drawing Sr ewer page listing Wile droving, indicator eeeepWne..f pref...ienel engineering �4 11CY 14,20ile responsibility solely for the design sheen. The suitability end use of this drawing few any serledsee is the 8351 Rovana Circle .wp.malbiIIty K the Building D»Ig-r per AReln►I T 5.a.=. *se��Ta '•. OUR.FAC. 1.15 FROM BB Saeraolenio,CA95828 per more information me.this Job's general notes page and these woe mit,.: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:maw,.alpineitw.cam;TPI:www.tpinst.org;NfCA:www.sbclndustry.wml: ICC:www.iccaefe.org Renewal 6/31N2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116063--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. 1 W10 0 0 0 F0 0 0 0 1 1-6 2 3X5(**) A 15> 0 0 0 0 0 0 Q W3X5(**) y 1-6-0 — 9-0-0 If //////////////////////////////// 3X5 III 3X5 III 9-6-0 0-3-8 I_1_ 9-2-8 ,j 1 9-6-0 Over Continuous Support R=84 PLF W=9-6-0 Note: All Plates Are 1 .5X3 Except As Shown. r p PRO Design Crit: IRC2012/TPI-2007(STD) fR FSS, OR/-/1/-/-/R/- Scale =.5"/Ft. _ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.',/,5_ /SI:7� Truss Components of Oregon (503 357-1,118 •.WARNINGI•w NEAR AND FOLLOW ALL NOTES ON THIS DRNINBI po ) "IMPORTANT.. FURNISH THIS DNMINB m ALL CBNMACORS INCLUDING THE INBTALLERS. �C9 TC LL 25.0 PSF REF R7175- 2359 825 N 4th Ave,Cornelius OR 97113 the`la estredaluoneoof SCSI(BunaingCo fabricating, handling, lunation, by,PIinstalling and WTCA)`for"safety practices. Refer to follow prior iC /�" DL 10.0 PSF DATE 12/04/17 to performing Nese functions. Installers shall prowl.temporary bracing par BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid tailing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per NC 1�/ BC DL 7.0 PSF DRW CAUSR7175 17338286 A��O` N T. sections 63. 9]or 810, as applicable. Apply plates to each loco of truss and position as,law above and on 1 2�05�201/ JI ' the mint Deters, unless noted atharwlse. Refer to drawings,BOA-z far atendard plate poaitlons. BC LL 0.0 PSF CA-ENG PBC/RTT I rapine, .y failure of ITN&1lding truss i con group Inc. shahI rot ha rorfor bN non any taping, n from Mls OREGON drawing, any failure to bund the truss In conforgn<e with ANSI/TPI ,. or far handling, shipping, TOT.LD.LD. 42.D PSF AN IrwconawwY installation A bracing of trusses. = SEQN- 105600 A.wl en this fuming or..e.r pogo listing this droning, indicate*..ppt.ne•of professional engineeringrespons4 �Ly'l4.'&D r..pwn.lbl l lq w`the BBuilding`r Ilse dDesigner per ANSIThe/ TPI 1 See 2 end"`of this drwlw for.hn.erneeur.I.one DUR.FAC. 1.15 FROM BB w 8351RovanaCirclesell Tao S, Sacramento,CA 95828 For more Information see this Joe's general notes page and these web sites: ALPINE:www.alpineitw.cam; TPI:www.tpinsa ore; TEA www.ebeindustry.eom; ICC:www.lec.efe.org SPACING 24.0" J REF- 1 W6H7 1 7 5Z22 a.mm sued eLaa„9ma 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 (**) 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. • • • 1-6-0 • I. -�.l-r.111:11-1i1- ` 1 1-6-0 III . I!, I 3X3==- • ■ 9-O-o 6 1.5X4(**) III 3X3= 1.5X4(**) III 5-6-0 1-c---5-6-0 Over Continuous Support -s R=84 PLF W=5-6-0 Note: All Plates Are 1.5X3 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) E FF PLT TYP. Wave FT/RT=2% 0% /4 0 15.02.x.`_i,,Lim pl OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357:.118 **WAR■INcI**READ AND FOLLOW ALL NOTES ON THIS MING' REF 87175- 2360 825 N 4th Ave,Cornelius OR 97113 '•IMI.[fANrWINNING FURNISH THIS Tru ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF Trusses require extreme BC$c(Be In ngbCmpo en handling,l shipping., Iyatall Ing andbracing.for safety to and folia„ .� DL 10.0 PSF DATE 12/04/17 the laces[edition of!ICS! (Building Component Safety Information, by TPI and BMA)for safety practices prior performing these functions.[Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 00....'- to — top chord shall have properly attached structural sheathing and bottom Mord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Location,shown for permanent lateral restraint of webs shall have bracing Installed per Inc DRW CAUSR7175 17338294 A I1�I�p N the Join 83, ai or unless as applicable Apply perces to each face of truss and rd plate as shown above end on 1�/O C/2017 the Joint Details, unleaa noted otherwise. Refer to drawings 180A-z For standard plate positions. J BC LL 0.0 PSF CA-ENG CWC/GWH Alpine. a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping, tlg� AN ITWCAMPANV installation a bracing of trusses. 14m 0 TOT.LD. 42.0 PSF SEQN- 11729 A Nal en this,drawing or cower pogo lining this drwlog, IndlenN.N.pwane.N professional engineering 4 LY 211 * r..pmh.Ibl l Iry ofsolelythe for Mn design esig.hon. The wit.sl I Try end BOB w this drawing for any structure 1.M. FROM BB 8;51 Rovana Circle n•..pen.lsl 1 Iry.r M.Building Designer per ANSI/IPI 1 sN.z. �$e/'Tar•t DUR.FAC. 1 15 Sacramento,CA 95828 For arra information,.e this Job's general net.,page and thea web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE: www.aepineltw.com: TPI:wrw.tpinst.org:MBCA:ww w.sbcind stry.can: ICC:w .lccsafe.or9 Reaaslrsl A/9111/MIR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT9 ) 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. El 0 0 0 0 El 0 U 1 1-6-0 1-6-0 1, Or U 0 0 0 0 - a ol( ////////////////////////////////i9 [< 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. p PRO Design Crit: IRC2012/TPI-2007(STD) fE FF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.rjR�b .r "+ ryp�S-4, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-1.118 ”WARN ING!"READ AID MAR ALL TOTES ON DNS DRAWING! ��/� 825 N 4th Ave,Cornelius OR 97113 "'s Asr" F1PN161 TM's DRAWING TO ALL E0M1""°1d1S MINDING 1)f INSTALLERS. �0 �� TC LL 25.0 PSF REF R7175— 2361 Trusses rewire extreme care In fabricating, handling,shipping, installing and bracing. Rarer to and follow 83294PE the latest edition of SCSI (Building Component Safety Information, by TPI and wra)for safety practices prior Q' /- DL 1 0.0 PSF DATE 12/04/17 to performing these functions.t Installers shall provide temporary bracing per SCSI. Unless noted otherwise, — top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint traiof ween shall have bracing installed per BC DRW CAUSR7175 17338297 .4 r sectionse]. 07 or 810. as applicable. Apply plates to each rata of truss and positionpase shoed above and on 12/05/2017 II IILJI-1�1 the Joint.Details, unless noted otherwise. Refer to drawings 160A-z for standard platete positions. BC LL 0.0 PSF CA—ENG PBC/RTT i Alpine, a division of ITR Building Components Group Inc. shell not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for hands ng, shipping, AN ITW COMR4NY installation.bracing of trusses. n41'14,2644 s� = TOT.LD. 42.0 PSF SEQN— 102909 s A seal on Mls drawing or cover says listing[Ills drawing, Indicates sewptanss N professional engineering /_ 41' 6� A responsibility solely far the Designer N6IRuitabili y and w or this drawing far any structure Is w Y6.0e 14• .• OUR.FAC. 1.15 8351 Rovana Circle reapansl°n lty or M.Sal hal °"' $elf Tar FROM BB Sacramento,CA95828 For mare information see this_lob's general notes pegs and mows websites: SPACING 24.01 JREF- 1W6H7175Z22 ALPINE:www.alpineicw.ew;TPI:www.tpins.tpinat.org;TITCA:wan,abelnWstry.ew; ICC:www.le<eefe.org Ref.swsi R/1N'MdR 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 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 0 0 0 0 o 0n 1 1-6-0V 1-6-0 0- a a II 11 110 ///////////////////////i � Inc 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. p PRO Design Crit: IRC2012/TPI-2007(STD) ,cG��` FFS4 PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.x4%lt4 N E �O OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components ofOregon (503)357-..118 aaWARNINGIsa WAD MID MIN/ALL NOTES i TIM LINING REF R7175- 2362_ 825 N 4th Ave,Cornelius OR 97113 ••IIP0BTARrna cw"l9l TMls gaAUlNG TO ALL CITES ONNs INCLINING WE IIETALLas. 25.0 PSFTrusses require extr care in fabricating,handling, shipping, Installing and bracing.Refer to end followg.,.. iiiilla*- N1TCLL /'the latest edition of SCSI (Building Canwonent Safety Information, by TPI and NTCA)for safety practices priorIL 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 shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338296 ,4 UPI n sections B3, B7 or B10. as applicable. Apply plates to each face of truss s and position as shown above and on the Joint Details,unless noted Otherwise. Refer to drawings 1BOA_Z forstandard plate positions. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of ITN Building Components Group Inc. shall be responsible for any deviation from this yam /y/��a drawing,sInstal any f&brace go furcad the Cruse in conformance with ANSI/TPI 1, or for handling, Shipping. �� VLP 14,25 ,,SA TOT.LD. 42.0 PSF SEQN- 1 02907 AN ITW COMPANY lrahat my f bracing of trusses. a A owl an this Waring or deer yap liKiro this droving. lndlestso a0aaptmaa.of prefsoslmlal engineering responsibility solely fee the design slew,. The suitability and w of this drwing for any structure le file *Self 8351 Rovana Circle reepewlbl I Icy er th.eN11111q Dselawr y.r ANBI/IPI 7 aw.=• Tar, OUR.FAC. 1 15 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes peg.and these web sites: Renewal 8/3012018 SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alpineitw.com; TPI:.ww.tpinst.org;WTCA:wev.sbcindustry.tom; 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 - BP1 ) 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. 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 3X3—= 1l! !. 1 1-6-0 III 1-6-0 4_9-0-0 l 3X3= 1.5X3 III 1"12 ill; 1-6-8 ..�� 1-4-12 12 1-8-4 Over 2 Supports R=71 W=5.5" R=71 W=5.5" CEO PROFS Design Crit: IRC2012/TPI-2007(STD) .. S4p PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .$4,v N Et IO OR/-/1/-/-/R/- Scale =.5"/Ft. _ Tn1ss Components of meliusn (5O3)357-2118 •wtw+I RNI••READ AIA FOLLOW AU.NOTES LN THIS COMMMINGTC LL 25.0 PSF REF R7175— 2363 4th II ••nrartrANr FURNISH THIS DRAWING To ALL CONTRACTORS MIMING THE INSTALLERS. 88294PE 5. 825 N 4 Ave,Cornelius OR 97 l3 Trusses require extreme care In fabricating, handling, shipping, installing abracing. Refer to end follow __/ ,a the latest edition of BCSI (Building Component Safety Information, by TPI and!TCA) for safety practices prior IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly a[taches structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 2 ^1 �P0 N sections B3, 87 or 810, as apps applicable. Apply plates to each face of truss and position as shown above and on 12�o$� U1 l C DL 7.0 PSF DRW CAUSR7175 17338301 the Joint,Details, unless noted Otherwise. Refer to drawings IAGA-Z for standard plate positions. OREGON :C LL 0.0 PSF CA-ENG BFR/GWH Alpine, a division of ITW Building Components Group Inc. shall t be responsible for any deviation from thin drawing, anyfailure to bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping, s an AN ITW COMPA.NY Instal lotion A bracing of trusses. 'A` 44394,264b t0 TOT.LD. 42 .0 PSF SEQN- 118514 A seal this drawing sr serer pays listing this drawing, indicates seeptrM gs prefnna slensl snglsrl responsibility wkI ly for the design shown. Ti..The suitability and of this drawing for any structure w �$ • 8351 Rovana Circle rapeaslbl l icy K t1»Bal Iding Mal.-r per ANgL/lPi+14/0.2. e11 T�� ' DUR.FAC. 1 1 5 FROM BB w Sacramento,CA 95828 For more information see this Jobs general notes page and thane web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1W6H7175Z22 ALPINE: www.alpineltw.con: TPI: www.tpiest.org: WTCA:wes.sbtindustry.com: ICC:www.icesafe.org c THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP2 ) 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 1 1 1-6-0 �, 1-6-0 . N l l -o-o 1.5X3 III 1 .5X3 III 1"12 9 "14.1, 1-1-6 Over 2 Supports R=47 W=5.5" R=47 W=5.5" EO PROF Design Crit: IRC2012/TPI-2007(STD) , t;� FSI PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.si� N Fo ��O OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon (503)357-2118 '•WWINDt••READ AND FGUGR ALL NOTES a Tsls oRANINOI 83294PE 'Q '-A• TC LL 25.0 PSF REF R7175- 2364 _ 825 N 4th Ave,Cornelius OR 97113 ••IIFORTANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme cora In fabricating, handling, shipping. Installing aH brat,,:. Refer to and:einem / C s L 1 0.0 PSF DATE 12/04/17 the latest edition or BCSI (Building Component Safety Information, by TPI and RICA) for safety Practices prior to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17338303 Tn'7I l 7 :,:,dons,BJ.,e1 Locations applishown cable. Apply platespermanent )to each face of truss landhave positioonni as installed abbooveeandd..,I 12/05/2017 ,4 IL. I]^ I j sections Detail:. unlaaa nate%amaralse. :no,to drawl::.,BOA-z Tar:::Hard plate paaitiana. OREGON :C LL 0.0 PSF CA-ENG BFR/GWH I \VI �� Alvi,x•+aivi:ian or ITM Builei,g Cwponsncs croup Inc. sh+il,wt Ea reaponsi Apia Tor any%evlaclan Troll this ys� drawing. any failure go build ses arra::in conformance with ANSI/TPI ,, or for handling, :hipping. �� 41.14.s0# 0 TOT.LD. 42.0 PSF SEQN- 116938 AN RTW COMPANY matin lotion L bracing or trusses.the A Niel on this arming a•cover p.p listing this drawing. Indian..aasptap of professional engineeringrespansibillty solely far the design.bsae. NS salmilnary and use of this drawing for my structure lathe ee'r Tai DUR.FAC. 1.15 FROM BB JREF- 1W6H7175Z22 8351 Rovana Circle responsibility of the Building Designer per AMSI/ipI 7 S.o.2. il Sacramento,CA 95828 For more information see this nob•:general notes page and these deb:it.:: Renewal 8130/2018o�e SPACING 24.0" ALPINE:www.elpineitw.con;TPI:www.tpinst.org;11/TCA:www.sbcl ndustry.con; ICC:aww.iccsafe.org 1 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. This truss is designed to support vertical loads only. This truss Fasten rated sheathing to one face of this frame. 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 1e� 1 1-6-0 1-6-0 If . N BEENI + A00-0-0Y 1.5X3 III 1 .5X3 III 1 r g„ 2 1-0-8 v r 2 S-Ir R=44 W=5.5" R=44 W=5.5" SSD PROFS Design Crit: IRC2012/TPI-2007(STD) 4' Ss, PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02..4. ►.GAN E dQ OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-..118 ••WARNINGI••READ AND FOLLOW ALL NOTES 011 THIS ORAWINGI af.. 825 N4th Ave,Cornelius OR 97(13 ••IIPORTARNNT•• FUISH MIS ONGOING TO ALL CONTRACTORS INCLUDING TME lermu.BNs, TC LL 25.0 PSF REF R7175- 2365 _Trusses require extreme care in fabricating. handling, shipping, Installing and bracing.Refer to and followthe latest edition of SCSI (Building Component Safety Information, by TPI and RrCA) for safety practices priorI� DL 10.0 PSF DATE 12/04/17 to performing these functions. Installeshall provide temporary bracing par SCSI. Unless noted otherwise, — top chord shell have properly at tached structural sheathing and bottom chord shall have a properly attached (� rigid ceiling. Locations s"o"n for permanent lateral restraint of webs Shall have bracing installed per SCSI tr DL 7.0 PSF DRW CAUSR7175 17338304 Ail �� ; sections S], Sl or Bio, as applicable. Apply pietas to each race or truss a w position as ahawn above awl mn 1 2/05/201 II �U-J I ane ,olnt Details. 7.,....7.7,:=:.----. ,.leaa nSeu nu,erwlae. Refer to drewl.ga 1GOA-z reracandard plate pnai`lona. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH N Alpina, a division of ITw Building Components Group Inc. snail ,rot ba responsible for erry deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling. shipping, AN ITwCOMR4NV ,natal lotion A bracing of trusses. 41014,go1' TOT.LD. 42.0 PSF SEAN- 116940 A..el a this solely se serer Pym listing this drawing. Indiana..?shIn*.T pr.fsal.nsl engineering Ate responsibility of l.ly forBus the design..nape. The suitability.2 and use x rola drawing far any structure Is the {TT II •-‘ OUR.FAC. 1.15 FROM BB 8351 RdValla Circle responsibility lb of the Building Da.lprr per ANSI/IPI I See.=. r Sacramento,CA 95828 For more information ae.this bos general notes page a.these web alta: Renewal 6/30/20' SPACING 24.0" JREF- 1W6H7175Z22 ei ALPINE:wwv.alpinelcw.cem;TPI:www.tpins.[p,nat.org;MICA:www.sbclmA,atry.con; ICC:www.iccsafe.org F 7_,1 1B4,BIL. BB'BI LrIF F _11__!IBI Fir N Th I❑f'`I Imo!-SII --,kD- J I". Fl -I-<z, ,_,1-1,-_,.1 _,. r III I I IL A -�,Nr_ PFIDI�INI� Ei ET-' R - '. '1h N. , �� I I _Y '-4 LP NNE 1' IJ 4_I IA-. _ N. .'1a L NT ATTACH TI-A'S KITH Dud PCN +_lid `"t si,eiNp Ii NELEd E AL, ILL ANL I_. ETeA , NAILS IN 3 PIWS AT I- -I EL II dlvif.:I I,I t!-u ❑E I I-= 'altirl_1 I-IA _ ,, _ I� II ii-_I aE.� t �AIHiE IN i-IETII Or C:=_ICH AS SHEWN EtfINA .-t --I -Iri S/=T,H,rI. _ r. AP i'riThil,BATA PRII III EIIU_E' qtr -I- k�I_I r:l NE' =EI-+ = _. 'TiSI 'Tr I' EFAl _Erb PSE --NIL': NPAI I 1 - - - F ,. PrtaIIc ��r 'rI�r. ', EE �� ,-1 PETIIIIINE 'L II_E ETAi_ ► TI-I= -_I-[^IE "I,T-T r1Q rl ' Orl1-1II I�� - -,' i 1.i.-11mp`. An + STrE -IAEk TEr' -E..±LT -r,i r I_TL _iN I I_.I Lk-�Ir N ,,I I 'IEE .. 3i -EMMEN -- - - � I_ I If'HE _I I,I iLii I N'LI r^I It TIr r - -rEN - i- tun AE.; nJ �r� -H ' ` t II MAIL`. ✓- - - t '= -�` L ,I { LII +7TEL'_I i- . _ irL 1 1 I o riA� 1 --_r r t1r �ti ?r, it j` ` LL -II r + _I LII I I_ `I +TO �/� I � INEr �'Llti ifr I P rJs r, - TEL r\ ._...4 F _.�� --ii �P P❑ L.,M LP.PGINi� IIit I I'D � i"I,J +:;I 1_H. _ IJ., PEINLITiiEriir.NTC Mr's/ll-NE EN'irEL I =_ _IS, NI,,_. I T,s 7 i_ - _,H- -_ t nw T Per F 1Ila , _ I INT,IN - all { - tc,i-I _ > poi-i, .; - Pr r, I'II F❑ II F P rni r 30 2 w I _0 0 If - - > I I, ,< � ., r ai 'I I I �� 13-H, tI I -, I,_.'I i I � .- A -4-< J E_ °T EACH r.I' F I3 r I of eo�r� o ' T w p . 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