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Plans Alpine, an ITW Company `' 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W6H7175Z2205074316 DEC 13 2017 Truss Fabricator: ` tj t° TI Y XU Truss Components of Oregon i Job Identification: 1116053--PARR FOREST GROVE -Rvrs i de 2885 Floor Nast -- master �. t 10#11' §a Model Code: " � IRC; Truss Criteria: 1 RC2012/TP I-2007(STD);CUSTOM/TP I-2007(STD) gp PROp Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, Truss Design Loads: Roof - 42 PSF • 1.15 Duration 0�5 E . 1 N E . O Floor - 57 PSF d 1.00 Duration;57 PSF a 1.15 Duration [If 83294PE 'p �' Wind - 120 MPH (None-Closed);120 MPH (ASCE 7-10-Closed) 0.0-- Notes: /Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of �4 L,. 20d 0 record, as defined in ANSI/TPI 1. 'pSs Tao' i 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Rticv I •..�'2018 Details: STRBRIBR-12015EC1-GBLLETIN-GABRST10- Submitted by RTT 07:42:12 12-05-2017 Reviewer: JCJ $ $ 12/05/2017 # Ref Description Drawing# Date 1 02337--BGE 17338287 12/04/17 2 02338--B 17338295 12/04/17 3 02339--D 17338310 12/04/17 4 02340--I 17338290 12/04/17 5 02341--J 17338289 12/04/17 6 02342--JGE 17338291 12/04/17 7 02343--AGE 17338288 12/04/17 8 02344--A 17338302 12/04/17 9 02345--E 17338305 12/04/17 10 02346--G 17339011 12/05/17 11 02347--H 17338308 12/04/17 12 02348--HGE 17338284 12/04/17 13 02349--F 17338285 12/04/17 14 02350--M 17338293 12/04/17 15 02351-411 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 ) 'op chord 4x2 HF #2 :T16 4x2 HF #1&Bet. : + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot 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. 'olerance, 0 degrees Rotational Tolerance, and/or zero Positioning olerance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. leflection meets L/480 live and L/360 total load. Creep increase factor 'or dead load is 1.50. Truss must be installed as shown with top chord up. asten rated sheathing to one face of this frame. 3X5(**) = W==3X5= 3X5(**) = 3X5{**) - 1X6(** ) 3X5(**)(I) 33X5(**) " " 3X5(**) --- 3X5(**) = _ L - - L 0-6-0 1-6-0 i I 1,11 1,1 I t t 1 I I.1 r1 F.1 I;I i;1 1:1 I..I r,--1U 11 1_1 1.1 {,1 IV ///�// / i " 9-0-0 3X5(**) = 3X5(**) = 3X5(**) - 3X5(**) -- 3X5(**) = 3X5(**) —= W=3X5= 3X5(**) ....--z 3X5(**) = 3X5(**) 3X5(**) I< 26-9-4 0-1-8 8-7-12 0-e_1a8 17-3-12 J E 26-9-4 Over 2 Supports d R=131 PLF W=18-0-0 R=130 PLF W=8-9-4 Jote: All Plates Are 2X4 Except As Shown. 03 PROfi 'LT TYP. Wave Design Crit: IRT/RT 10%(0%)/4(0) ) 16.01 .F,l.• •�f S,'"P�SS'iA OR/-/1/-/-/R/- Scale =.3125"/Ft. 'uss ComComponents (503)357-2118 **WOWING!** READ AND FOLLOW ALL NOTES ON THIS CRANING! , k TC LL 40.0 PSF REF R7175- 2337 po ••IIPCLwm• FURNISH THIS MIMING TO ALL CONTRACTORS INCLUDING 711E INSTALLERS, $3294PE 825 N 4th Ave,Cornelius OR 97113 IA/ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to end follow A. the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior •G ,.,,r-- : DL 10.0 PSF DATE 12/04/17 Lo performing these functions. Installers shall provide temporary bracing per BCS1. Unless toted otherwise, op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF 1'' l'1 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS DRW CAUSR7175 17338287 A 1�)[IN E sections Ba. or B10, as applicable. Apply plates dr each Taco of trussand position as shown above and on 1"1/OC/^O17 ' the Joint 3, B Details, unless notal cable, se. Refer to drawings acele0of forstandardndpo plata asgownpositions. 1 L J L 1 Aspire, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY insst llatitn.bracing of trusses. /3 ,� oft ICTOT.LD. 57.0 PSF SEQN- 34204 A seal on Indicatesea. this arming or Geyer page I Istlrg this dr.wirq. Indicates. pt nea ea4 of professional engineering Lt'14,20 ee rwwponsibility solely for the design shown. T,e suitability end um of this drawing;for any structure Is the _s� ` rssparibillcy of the snilding Designer per ANSI/TPI 1 S.w.2. v8 s‘ D AC. 1 .0 8351Rmmaarck ell TaouR F Sacramento.CA 95828 For more information sae this Job's general notes page and these web sites: FROM BB .,a,ar. .. • •- ,.,,. . . - -__._--- SPACING 24.0" 1RFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - B ) -op chord 4x2 HF #2 :T2 4x2 HF #1&Bet.: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the legative reaction(s) of -202# MAX. (See below) from a non-wind load appropriate span rated glue-nailed wood sheathing. :ase requires uplift connection. Max JT VERT DEFL: LL: 0.32" DL: 0.25". See detail DEFLCAMB1014 for lottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase -russ must be installed as shown with top chord up. factor for dead load is 1.50. I- 22-11-0 1�.2-I_ 2-9-0 H 1X3O" TYP. I W=3X5= 3X5= 4X8= 3X3= 3X7- T2 4X12= 3X5= y 1-6-D ...*%%.%%".4%, ,000//r .,1:%.4.4%*"... - .0.0°.###.- .....%**%."*.... - 0,0".... rr 1-6-0 / w 3X - 3X10= 3X5 4X12= W=3X5= 4X'2= 3X 1< 20-1-0 6-8-4 ›.1 Ft 2-7-8 _1_2-6-12 +2-6-12 _I_2-6-12 2-2-0 2-7-8 2 6 12 _1_2-6-12 2-7-8 1 12 fc 2-8-4 5-2-4 5-1-8 �I,<2-2-0``I 2-7-8 1 - - 5-1-8 'I` 2-7-8 2-1 1 26-9-4 Over 3 Supports R=1061 W=2.5" R=1945 W=3.5" R=276/-202 W=3.75" dote: All Plates Are 2X4 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) BEV PRO/tz.. 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.►,,,!e mit/c .. oi,VA, OR/-/1/-/-/R/- Scale =.25"/Ft. vssComponents ofOregon (503)357-2118 �WARNINGIee REAR NO FOLLOW Au NOTES ON THIS INNING! / REF R7175— 2338 825 N 4th Ave,Comelius OR 97113 eeILPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� V 83.�4PE 41 lei TC LL 40.0 PSF Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to fellow DATE 12/04/17 the latest edition of BCs1 (Building Component Safety Information, by TP1 and wTCA) for safety practices prior / : DL 10.0 PSF to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations angel,for permanent lateral restraint of webs shall have bracing installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17338295 ,4 , P- sections 83, 87 or 810, as applicable. Apply plates to each face of and position as shown above and of 12/0/201 L J the Joint Details, unless noted otherwise. Refer to drawings 180A-2 for standard plate positions. 1L J/L 1 AspireC LL, a division of ITR Building Components Group Inc.Ishall not be responsible far any deviation from this OREGON 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss in conformance with aaMl/TPI 1, or for handling, shipping, AN ITWCOMPANY installation.bracing of trusses. 1 Ali �, C TOT.LD. 57.0 PSF SEQN— 11592 A.wt d.,thts drawing or cover page listing this drawing, indicates acceptance of profs.sionsl engineering <, EV 14,20 tb responsibility solely fur the design new,. The suitability and use of this drawing for any structure to the `8351 RovanaCircle r•aponctbri Ity or the Building Designer per ANSI/IP' 1 Ssd.2. well Tao* DUR.FAC. 1 .00 FROM BB Sacrsnento,CA95828 For more information see this n�niuc. Job's general notes page and these web sites: . ,__._.. -. .a.. --. ...... . . _ - . - -- ---- SPACING 74.O" JRFF- 1WBH7175777 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - D ) 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 :B2 4x2 HF #1&Bet.: bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lax JT VERT DEFL: LL: 0.49" DL: 0.34". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. :amber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live 'russes to be spaced at 16.0" OC maximum. load applied per IRC-12 section 301.5. )eflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. 'actor for dead load is 1.50. I- 13-0-0 8.75" 'I- -I- 10-4-8 H 30" Typ. 1 f W=3X5 3X10= 3X5= 3X3= 3X5= 3X10= 1-6-0 --44.... + / r', 9-0-0 I, = 3X10= 62 3X5= 3X5= 3X10= 3X73X7= W=H0312= 2-7-8 5 2-4 2-6-12 ,. 2-6-12 5-1-8 2-6-12 2-7-8 10" 2-6-12 5-1-8 2-6-12 „1,,,c2-6-12 5 2-4 2-7-8 3.1 Fc 24-1-4 Over 2 Supports R=916 W=2.5" R=916 W=3.75" Jote: All Plates Are 2X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) ��O PROp� 'LT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 15.02.,,,,S, , _ //:)%14,12,�!► OR/-/1/-/-/R/- Scale =.3125"/Ft. uss Components of Oregon (503)357-+118 ""NIARNII�.I"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 40.0 PSF po ""IMPORTANT"" FINNISH THIS DRONING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 8329ley 4PE 825N4thAve,ComeliusOR97113 Trusses require entrees care in fabricating, handling, shipping, installing and bracing. Refer to and follow �� REF R7175- 2339 the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) 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 Shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS DRW CAUSR7175 17338310 ,4�1sections 83, B7 or 8 10, as applicable. Apply plates to each face of trussabove and on 12/05/2017 and position as shown o he Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON awing, any failure to build the AN ITW COMPANY itruss In conformance with ANSI/TPI 1, or for handling, shipping, installation.bracing of trusses. 11 e TOT.LD. 57.0 PSF SE N— 11608 cover awl an this drawing or eer p.gs listing ale drawing, indicate.. .pe m. wengineeringG of professional engineering L1'14,20 0 responsrwp.w1011 icy of solelTor the design brow, The y Building Designer per ANSI/IPsuitability 1 �w.2.me use of this drawing for any st1,ICt1.'.,.the *sell Tan•' OUR.FAC. 1 .00 FROM BB 35 M Rovana Circle G Sacramento,CA 95828 For more information see this Jobs general notes page and those web sites: SPACING 16.0" JRFF 1W6H717577 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - I ) -op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lax JT VERT DEFL: LL: 0.23" DL: 0.22". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. :amber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live )eflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. 'actor for dead load is 1.50. Truss must be installed as shown with top chord up. 20.125" 7-10-8 -I— �I_ 7-10-8 -I 30" TYP.F. H 2X4 III 3X10 2X4 III 3X5= 3X5= 2X4 III 3X10= 2X4 Ill 1_6 0 1-6-0 419-0-0 F 3X10= 2X4111 2X4 III 3X10= 3X7= 3X7 Fc 2-7-8 5-2-4 2-6-12 2-7-8 -7-8 1-9-10 2-7-8 2_7_8 >I< 2-6-12 52-4 2-7-8 17-5-2 Over 2 Supports >1 R=993 W=3.75" R=993 Design Crit: I RC2012/TPI-2007(STD) 4 ��PRt7�cFS 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.'4 1.0,GEN : L. OR/-/1/-/-/R/- Scale =.375"/Ft. vssComponents ofOregon (503)357-2118 "�NIARNINGI"" REM APO RUM NOTES all THIS oaAnNB) 825 N 4th Ave,Cornelius OR 97113 reI�me FURNISH THIS DRAWING ng ALL CONTRACTORS nsa lrnInd 7NE ing. RefeS. arAliaiND�TC LL 40.0 PSF REF R7175- 2340 Trusses require extrema care In fabricating, handling, shipping, installing antl brating. Refer to aM followthe latest editlan of BCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 n to performing these functions. t lnstellers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chard shall have a properly a Cached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 DRW CAUSR7175 17338290 �1 `� i sections 83. 87 or 810, as applicable. Apply plates to each face of truss aM position as shown above and on o the Joint Bata::;, unless nrtaa atWrwise. ::far ca c1,71ngs 180%%far standard plate positions. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC ' Alpine, a m vision or ITW Bul laing Components Group Ina. shall not ba responsible for any deviation from this drawing, any failure to Wild the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY im3tal lotion.kneel ng of trusses. "LLr oaE" c TOT.LD. 57.0 PSF SE N- 11616 A...1 an this drawing or ewer pegs listing MI•drawing, indicates sioof Uli iiae of gprofessional engineering 4S'$ell�Tar`-�� DUR.FAC. 1 .00 _ FROM BB A eponelbiiicy solely for w d..lgn sheen. The.uleWilley end use of thin drawing for any structure i.the 8351 Rovana Circle responsibility of the Building Designs par ANSI/TPI 1 S.e.2. Sacramento,CA 95828 For more information see this Jobs general nates page and these web sites: SPACING N(24 n 1RFF Sc.,.. ....„ ...._._,__._...---. .n,. .._....--.------. .,'... ........_._.__--- ---. ,... ........ .----,- --- e.,ne..r,.Iaranr�nin - , ” - 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 1116053--PARR FOREST GROVE -Rvrslde 2885 Floor Mast -- master HILLSBORO, OR - J ) -op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lax JT VERT DEFL: LL: 0.2411 DL: 0.2311. See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. :amber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live )eflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. 'actor for dead load is 1.50. Truss must be installed as shown with top chord up. 21.51' 1- 7-10-8 -I- 1- 7-10-8 H 3011 Typ. I 2X4 III 3X10= 2X4 III 3X5= 3X5= 2X4 III 3X10= 2X4 III 1-6-0 r 9-0-0 i \'l 3X10= 2X4 III 2X4 III 3X10= 3X7 3X7 2-7-8 2-6-12 2-7-8 1-11-0 2-7-8 2-6-12 2-7-8 5-2-4 2-7-8 1-11-0 2-7-8 5-2-4 E 17-6-8 Over 2 Supports R=1000 W=3.7511 R=1000 W=1.75" Design Crit: I RC2012/TP I-2007(STD) 4i3."�PROFS 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.►• ,, 1 Ap,GM Le OR/-/1/-/-/R/- Scale =.375'/Ft. WS 825 N 4th Ave, of Cornelius 971157-2118 ';Ma1RN FURNISH HIS A!D paw ALL NOTES a THISSIN DRAPING! REF R7175- 2341 825 N 4th Ave,Cornelius OR 97113 ••ittpQ(iAlR• rua"Is"TNIs DRAWING m ALL owmACTaNs INCLUDING TIE INsrN I ms. TC LL 40.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow f DL 10.0 PSF DATE 12/04/17 the latest edition of aCSI (BuildPo (twirling Component Safety Information, by TPI and WTCA) r safety practices prior co performing'these functions. Instellersshall provide temporary bracing per BCSI. Unless noted otherwise, Oddlikh top chord shall have properly attached stnuctural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI C DL 7.0 PSF DRW CAUSR7175 17338289 A =N actions 8D De87tails, or unless as noted cable. Apply ferias to each face of truss and position as stion above and on i2/05/201! L J IIII sections odii la, liofrs=reuell ingrCo po Components to drawings l no-Z for standard plate any de positions. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC Alpine,re, a division of ITW Building Couponents Group Inc. shall not be responsible for anry tleviatlon frau this awing, any failure to build the truss in conformance with Atbl/Tpl 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. 1 4Ly,14 zoo'* 0 TOT.LD. 57.0 PSF SEQN- 11618 • A seal p1 this drawing or e,..r page listing this drawing, indicates acceptance„prafessiw.l engineering ys',ion TSn t DUR.FAC. 1 .00 FROM BB respw.ibllicy solely for the design shown. The suitability and use of chis drawing for era structure Is the 8351 Rovana Circle responsibility of lir Building Designs per ANSIPIPI 1 See.2. Sacramento,CA 95828 For more information see this Job's general notes , tes page and these web sites w,nr. ........ ._.__._...__-. ,n,. .._..._ ,r.. -•_ __-. a .. ........_-_.__.__-.__-. ,___---_-- aa,..,,el aiantmott SPACING 24.0" 1RFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - JGE ) "op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Sot 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 'rovide for complete drainage of roof. plot details for special positioning requirements. :asten 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. ;PECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) Truss must be installed as shown with top chord up. 'C - From 124 PLF at 0.00 to 124 PLF at 2.33 IC - From 7 PLF at 0.00 to 7 PLF at 2.33 • 1.5X3 III 1.5X3 III 1.5X3 III U—•—U '-',j3X5(**)(1) ME 1-6-0 1-6-0 3X5= � �oni .rir,sm� �i � -�_: 3X5= l ■ �� r ■ .. 9-0-0 1.5X3 III 1.5X3 III 1.5X3 III -2-4-0 0-1-8 di— 2-2-8 _I 2-4-0 Over er Continuous Support R=131 PLF W=2-4-0 Design Crit: IRC2012/TPI-2007(STD) EO PROpt LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .,5 i�1 .+ell.A S OR/-/1/-/-/R/- Scale =.5"/Ft. 1lssComponents ofOregon (503)357-2118 "'WARN INGI•• NFAD AND FOLLOW ALL NOTES ON THIS ORATING! 825 N 4th Ave,Cornelius OR 97113 •"IIFONTANT• FURNISH THIS mfrlNO 10 ALL CONTRACTORS mamma TME nRTALLOtS. TC LL 40.0 PSF REF R7175- 2342 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow , .. the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior tr �► DL 10.0 PSF DATE 12/04/17 T1 to performing theme functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, r top chord hall nave properly attached structural sheathing and bottom chord Shell have a properly attach, BC DL 7.0 PSF DRW CAUSR7175 17338291 rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have bracing installed per 8C i sections 83, 87 or 810, as applicable. Apply plates to each fac0 of truss and position as shown above and on 12 0✓/LDi7 L Ii N I the Feint Details, unless rotes atharWlme. Refer to drawings 180A-2 for standard plata positions. BC LL 0.0 PSF CA-ENG PBC/RTT A 1-, Alpine, a division of Ibu Building Components Group Inc. shall net be r OREGON 1responsible for any deviation from this drawing, any failure to build the truss in conformance With ANSI/FPI 1, or for handling, shipping, AN ITWCOMPANY instelfatten bracing of trusses. 'Aa TOT.LD. 57.0 PSF SEQN- 102955 so A. l on this swing or eew.r page listing this drawing. Indianan acceptance of professional engineering Ip SLY 14,21/. fb responsibility solely for the design.heel. The suitability and um of Site drawing for pay structure I.the 5351 RovanaCiale responsibility of els Building o..lglsr per ANSi/TPi t Sec.2. SBei��Ta�•t _ Sacramento,CA 95828 For more information see this Job's general notes pageand these SP pAC 1 00 FROM BB web mit'., Ar.I N(; 24_0" .1RFF- 1Wl'iH7175777 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - AGE ) op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 5 plate(s) require special positioning. Refer to lottom chord checked for 10.00 psf non-concurrent bottom chord live scaled plate plot details for special positioning requirements. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. asten rated sheathing to one face of this frame. / 1-6-0 1-6-0 I 11 11 1 _ I I _ 1 I_ L ] %i/ //X ///// %moi/// 9-0-0 2X4- 3X5(**) = 3X5(*35(**) 3X5(**) = 3X5(**) = 2X4 8-1-0 0-1-8 7-11-8 J I.< 8-1-0 Over Continuous Support >i R=131 PLF W=8-1-0 tote: All Plates Are 1 .5X3 Except As Shown. �PROS Design Crit: IRC2012/TPI-2007(STD) E F 'LT TYP. Wave FT/RT=10% 0%)/4(0) 15.02.14 lf',..,,a/_Stsk ( .k.1 OR/-/1/-/-/R/- Scale =.5"/Ft. •�INV41NG1 ss READ Mn FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th of Cornelius 971157-_118 **I1PORTANT� FURNISH THIS DRAWING to ALL CONTRACTORS INCLUDING THE INSTALLERS. Ui TC LL 40.0 PSF s25N4t Ave,Ave,ComeliusoR97 13 Trusses require extreme tare in fabricating, handling. S `NI REF R7175— 2343 the latest.edition of SCSI (Oolldi,g Canponent Safetynformaatl n, by Tel and WTCAbrforns safety to and follow y ^ > y practl=ee prier DL 10.0 PSF DATE 12/04/17 ow'o performingthesehave properly attached structural sheathing and bottom chord shall have a properly attached these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, gdiikhk to chord s rigid canBC DL 7.0 PSFing. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC DRW CAUSR7175 17338288 n♦ sections B3. B7 or 810, es applicable. Apply plates to each face of trussand position as shown above and on ^/052017 L [l N E the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. L BC LL 0.0 PSF CA-ENG CWC/CWC A L� I� Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, anyfailure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation Ili bracing of trusses. TOT.LD. 57.0 PSF SEQN- 24802 A...I an this drawing or.over page listing title drawing, India.r...e..pe poo.f professional engineering �j_ vly y 14,2044 0 rewpan.miiity solely for the design shown. The suitability owl use of this dr.Wino for any structure i.the FROM BB responsibility y Dowling g.r per AIGIITPL 1 S.e.z. ssell Tar OUR.FAC. 1 .00 8351 Rovana Circle r ibiiie of the deet. Sacramento,CA95828 for more information nee this Job's general rotas page and these web spas: SPACING 24.0" .1RFF- 1WFH7175722 I 1116053--PARR FOREST GROVE -Rvrslde 2885 Floor Mast -- master HILLSBORO, OR - A ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot 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 )eflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. 'actor for dead load is 1.50. Truss must be installed as shown with top chord up. l' 30" Typ. 3X5 1 .5X3 III 3X5= 1 .5X3 III 1 .5X3 III 1 _ _ 1-6-0 1-6-0 +9-0-0iE 3X5= 3X3= 1 .5X3 III 3X5 0"12 2-6-12 I_ 2-6-12 2"8 2 7-8 a,.12 5-2-4 ' a§� 2-8-4 '1 8-1-0 Over 2 Supports R=461 R=461 W=2.5" �E,O PROFS• Design Cr i t: I RC2012/TPI-2007(STD) LT TYP. Wave FT/RT=10% 0%)/4(0) 15.02.'4_ ( '3 OR/-/1/-/-/R/- Scale =.511/Ft. -thee Components of Oregon (503)357-2118 '�WARNINGI•• REPO AID FOLLOW ALL NOTES ON THIS OWING! � 825 N 4th Ave,Comelius OR 97113 '•IIPQRANT.• FURNISH THIS GNSI/ING m ALL INCLUDING INSTALLERS. bC9 .Q , TC LL 40.0 PSF REF 4_7175— 2344 Trusses require extreme re in fabricating, handling, shipping, Installing and bracing. Refer to and fallow 83294PE �7 the latest edition of BC51 (Building Component Safety Information, by TPI and wrCA) for safety practices prior tr /''-• �► DL 1 0.0 PSF DATE 12/04/17 to performing these functions. 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 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338302 ,4 r` �O`� �I sections B3, B7 or 810, as applicable. Apply plates to each faceoftruss and position as shown above and on II''(L_ 1 7:7:::::7:::',7.":71:7""--:"::co drawings 190A_i for staMara place poaiclam, 12/05/2017 BC LL mpan , oup Ina. shall n t be responsible fpr any deviation from this OREGON 0.0 PSF CA—ENG CWC/CWC tlrawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. TOT.LD. 57.0 PSF SEQN- 112564 A awl en this drawing or coyer page listing this drawing. Indicates acceptance of prof8NS i engineering �Oi '/ Y 14,00 V r eepals161SSty*Welly for the design sheen. She suhabilSty end ur of this drawl for L '°"' any.trogtr.Is`°' Sa / DUR.FAC. 1 .00 FROM BB 8351 RovanaCircle responsibility of the Building Designer per MBI/TPI 1 Seb,2. S II Tar a Sacramento.CA 95828 For more information see this Job's general notes page and these nob sites: SPACING 24.0" a,er. ...... ._.__,_.. -. a, .„.. ....... 'RIF- 1W6H7175792 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrslde 2885 Floor Mast -- master HILLSBORO, OR - E ) 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and I lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Iottom chord checked for 10.00 psf non-concurrent bottom chord live appropriate span rated glue-nailed wood sheathing. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase 'russ must be installed as shown with top chord up. factor for dead load is 1.50. 7-10-8 -F6 7-10-8 -I F30" Typ. 3X3 ,-- 2X4 X3=2X4 III 3X10--• 2X4 Ill 3X3=-- 2X4 Ill 3X10= 2X4 III ••0 0 0 I I II 0: ..... , 1-6-0 1-6-0 r 1111 SOYMB I . MIAM _4.9-0-0900 I - - 3X7 3X10= 2X4 III 3X10.=- 2X4 X10=2X4 III 3X7 2-7-8 2-6-12 2-7-8 "8 2-7-8 2-6-12 2-7-8 5-2-4 2-7-8 "8 2-7-8 5-2-4 k16-3-0 Over 2 Supports >1 R=926 R=926 W=2.5" 'Ay PROF 4, S Design Crit: IRC2012/TPI-2007(STD) LT TYP. Wave FT/RT=1096(096)/4(0) 15.02.et ,OPteob •o= OR/-/1/-/-/R/- Scale =.511/Ft. uss Components of Oregon (503)357-2118 eeWARNINGIww READ AID FOLM ALL WES ON THIS DRANINGI 825 N 4th Ave,Comelius OR 97113 "Iwar"r" mala"MIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE li TC LL 40.0 PSF REF R7175- 2345 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) far safety practices prior /. IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, op chord shall have properly attanned 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 tics! DL 7.0 PSF csl 12/05/2017 DRW CAUSR7175 17338305 A r,a ,L NI E the ions 83. 87 or unlB10ess as appinoted ootherwise.ApR furca to wenn face ere and position as shown above end m I) of the mint Bdtaili, anleaa nBuil ingComponents optsfGr to Inc.drawngsSha l no, a forstandardplace any devias. tion OREGON BC LL 0.0 PSF CA-ENG CWC/CWC Alpines, a y vision of Ibu Building t uss in con Group Inc. shell not be nor than lin a�tlppiation from this tlnstall any failure go build the truss in conformance with ANSI/TDI 1, or for handling, shipping, AN I7W COMPANY installation.bracing of trusses. 4 `111.1'14,204 0 TOT,LD. 57.0 PSF SEQN- 11594 A semi an this drawing or cover peps listing this drawing, Indiemtem sweetens.of professional .rgInssring sB a rasp.6351 Rovana Circle responsibility of solRehr sending Designer for the shown...ANSI/TPI and use of this drawing for.n structure I.M. ',Sell Tan OUR.FAC. 1 .00 FROM BB Sacramento,CA95826 For more information awe this Job's general notes page and themes web sites: _ Renewal 6/30/2018 SPACING 24.0" .1RFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - G) "op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lottom 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 russ must be installed as shown with top chord up. factor for dead load is 1.50. \symmetric truss design-Do not install end-for-end. f 3011 Typ. 1 2X4 III W=3X5 2X4 HI 3X5= 2X4 III 3X5= 2X4 III 3X7= 2X4 HI 3X3= 3X5= 2X4 III -4.00"........°"+ -414444 .4,- _ /� _ -41.4 - ,0:0°.°°°°°°°.° 1: 1 ..4,9-0-0 3X3= yy=3X5= 3X7= 3X3= 3X5= 3X5= 3X5= 3X10= 1< 10-0-4 >l< 13-0-0 ›.] ,< 2-7-R L. 2-6-12 _ 2-1-0 L. 2-6-12 _I__ 2-6-12 ._I_ 2-6-12 ".,.c 2-7-8 >„< 2-6-12 L. 2-7-8 5-2-4 4-7-12 T 5-1-8 2-7-8 5-2-4 F 23-0-4 Over 3 Supports R=493 W=3.7511 R=1592 W=3.5" R=642 4Ep PROp Design Crit: IRC2012/TPI-2007(STD) .(�G S's 'LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 ..r I .L33NE'o ' OR/-/1/-/-/R/- Scale =.35"/Ft. vss Components of Oregon (503)357-2118 ee�R1IINGl mm READ AND FOLLOW ALL NOTES ON THIS DRNINGI r 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.* NT FURNISH THIS DRAW/NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /1(/ n 83294PE 1r..TC LL 40.0 PSF REF R7175- 2346 Trusses require extreme core In fabricating, handling, shipping, installing and bracing. Refer to and follow •Ci 0.0'. the latest edition of tics' (Building Component Safety Information. by TPI and RTCA) for safety practices prior / IL 10.0 PSF o performing these functions. Installers shall DATE 12/05/17 top chord shall have properly atteChed structural provide temporary bracing per SCSI. Unless noted otherwise,ct ral sheathing and bottom chord shall have a properly attached Adiikhk rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17339011 ''1 ` Imo» s B3. B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on 1 L J// l ■I1` J[]N sections etJooiint Details, unless noted otherwise. Refer to drawings 100A_2 for Standard plate positions. OREGON BC LL 0.0 PSF CA-ENG JCJ/BTT Ill i'..�. Alpine, a division of 'TN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to Wild the truss In conformance with ANSI/TVI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. /_ �'/(y 14n god°` ��, TOT.LD. 57.0 PSF SEAN- 154038 responsibility p.l b thiy drso ely er see rd sign howl. the.urwnro, Inald I *el this dr er g for a yns ureis *Sell Tar�- DUB.FAC. 1 .00 FROM BB ..I solely for the design flown. Teta suitability dl.t.a of acceptance ce of p far any.minor.engineering tin 8351 Rovana Circle• responsibility of lir Building Designer per ANS1/1PI 1 S.e.2. Sacrnmento,CA 95828 For more Information see this Jobs general notes page and these web sites, „ - ._,__,_____. r, . . ,__.___.___. Renewal e/3W2018 SPACING 24.01RFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - H ) "op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lottom chord checked for 10.00 psf non-concurrent bottom chord live appropriate span rated glue-nailed wood sheathing. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. f. 7-10-84.51 'r'1- 5-3-0 f30" Typ. I 1 .5X3 III 1 .5X3 III 3X7= 1 .5X3 III 3X3-- 3X7= 1 .5X3 III 4111111411111111111111111111r + V,- 1-6-0 1-6-0 4e0,-0—0 3X7--- 1 .5X3 III 3X5= 3X5= 3X5= t_ 2-7-8 5-2-4 2-6-12 2-7-8 2-7-8 --5"-.1- -7-8 ,�` 2-6-12 5-2-4 2-7-8 13-6-0 Over 2 Supports 1 R=769 W=1.75" R=769 W=1.75" ftEO PROpS. Design Crit: IRC2012/TPI-2007(STD) 44, S LT TYP. Wave FT/RT=10%(096)/4(0) 15.02.•er .C13N Leo► «: OR/—/1/—/—/R/— Scale =.5"/Ft. vssCom Components (503)357-2118 •�gARNINGIew READ AroF'a.torAuNOTES aTHISORArIRGI y REF R7175- 2347 po ••IIPdtTANr• FURNISH THIS DIMING TG ALL CONTRACTORS INCLUDING THE INSr)I ums. 83294PE 825 N 4th Ave,Cornelius OR 97113TC LL 40.0 PSF Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information, by TPI and NTCA) for safety practices prior r/. IL 10.0 PSF DATE 12/04/17 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 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! 12/05/2017 DRW CAUSR7175 17338308 ,4—a to sections 03, 87 or sio, as applicable. Apply plates to each face of truss and position as shown above and m o the Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON BC LL 0.0 PSF CA—ENG CWC/CWC ,1A\`I Alpine, a division of ITU Building Co v g upinentscon Group Inc. shall not be responsible for any ippi ng. from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITU COMPANY installation.bracing of trusses. /, LILY 14,206 0 TOT.LD. 57.0 PSF SEQN— 11711 A wool on this drawing or cover paps listing this drawing, Indicates soesytnnw of prorawialal engineering responsibility solely for the dwlThe ,.,.Ile pa NSI suitability1Seo.2 sod,,.s of ehia draliro aro Gtr.enlre i.the �eI l Tan DUR.FAC. 1 .00 FROM BB e Iblll 8351 Rovana Circle raapO1a ty of thee Building DaalGllar per AN4I/rP1 �Sso.2. Sacramento,CA 95828 For more information see this Job's general notes page end these web sites: n,.,r. ...... •-• . m,. .�.. ...... Renewal 6/3012018 SPACING 24.0" 1RFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - HGE ) -op chord 4x2 HF #2 :T16 4x2 HF #1&Bet. : + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot 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. -olerance, 0 degrees Rotational Tolerance, and/or zero Positioning -olerance. (**) 17 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. lottom chord checked for 10.00 psf non-concurrent bottom chord live load 1pplied 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. russ must be installed as shown with top chord up. W=3X5 T16 1 J T 1-6-0 - - - - +�- - - - ( T l� �1 1.1 U 1.1 LJ I_i 1-6-0 / / , U t_-I L,.J LJ >,I ^ 9-0-0 X1/4/ ; / //y//// iii// //i�ii ��ii�i iiiiiiii iiiii It 3X5` **) = 3X5(**) = 3X (**) EE 3 5(**) = 3X5(**) EE 3X5( *) = W=3X5= 3X5(** — 3X5(**) EE ar ** ** ** ** ** 3X5(**) = EE 3X5(** ) 3X5( )(I) E 3X5( ) = 3X5( ) = 3X5( ) EE 3X5( ) = 3X5( ) = 3X5(**) 23-5-12 0-1-8 0-0-1,28 JL. 8-7-12 _I 14-0-4 ,I 1 23-5-12 Over 2 Supports I R=131 PLF W=18-0-0 R=81 PLF W=8-9-4 dote: All Plates Are 2X4 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) i%e F� 'LT TYP. Wave FT/RT=10%(096)/4(0) 16.O1 .Pi: 10,WMalrah, 4i OR/-/1/-/-/R/- Scale =.3125"/Ft. 825N4tponentsofnregon (503)357-2u8 ";WARNiNNI H READ AND NG TO ALL won ON THIS aUDING (? TC LL 40.0 PSF REF 87175- 2348 825 N 4th Ave,Cornelius OR 97113 "'IIPORTANr• FURNISH nils DRAWING To"L 4VNIRAc7DRs INCLUDING INB 7ME INSTALLERS. jV $3294PE Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BC SI (Building Component Safety Information, by TPI and XTCA) for safety practices prior 1�e �, _ DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise, tap chard 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) J 7.0 PSF DRW CAUSR7175 17338284 A rl- nil N E sections 6B el or Bnl as appinoted other e. R plates each face for and position*s shown above and m 12/QS/21]1 7 II'LIII+� J tha Joint Betel l=. .. les notwd otherwise. Refer to drawing=180A-2 for standard plate positions. BC LL 0.0 PSF CA-ENG PBCIRTT Alpine, a division of ITw Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI ,, or for handling, shipping, AN ITW COMPANY Installation II bracing of trusses. /* C TOT.LD. 57.0 PSF SEQN- 102959 A seal on this drawing or=nor pegs listing this drawing, Indicates.oe.pt.nee of prefseslenel engineering 4, "Z10,14,2604l r.epwribl l ity solely for the desItpl.Icw1. The esltesl l ity end 11*.of this drawing for any structure is the \� DUR.FAC. 1 .00 FROM BB "8751 RovanaCircle responsibility of the Building Designer per ANSI/IPI 1 S.o.2. e'i Tar Sacramento,CA 95818 far more Information sea this Jobs general rotas page and Vase web sites: N SPACING Nf 24.n" .1 RF F- 1 WBH7 1 75 79 2 ansa. ...-----.In Information ion -•--- --- eras - es , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - F ) op chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live lot 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 russ must be installed as shown with top chord up. factor for dead load is 1.50. 2-9-0 is 11" I 2-9-0 30" Typ. 1 .5X3III 3X3= 3X3= 1 .5X3III 1-6-0 1-6-0 - - ir .N 9-0-0 i 1 .5X3 III 3X3= 3X3= 1 .5X3 III 0"12 0"12 2-8-4 1 1-0-8 2-7-8 2-8-4 (z 6-5-0 Over 2 Supports :i R=366 W=2.5" R=366 Design Crit: IRC2012/TPI-2007(STD) CEO PRpFF 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.01 .''4 1, i-r11 OR/-/1/-/-/R/- Scale =.5"/Ft. NA vss Components of Oregon (503)357-2118 •;wARNINGI" READ Ado paw ALL NOTES ON THIS ARMING! REF 87175- 2349 825 N 4th Ave,Gemellus OR 97113 **IMPORTANT*. fOAN1 THIS DRAWING m ALL * IMMURING T�INSTALLERS. �/� TC LL 40.0 PSF Trusses require extreme re In fabricating, handling, shipping. installing and bracing. Refer to end follow $32134PE the latest edition of BCSI(Building Component Safety Information, by TPI and wrCA) for safety practices prior r— _ DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing par am. Unless noted otherwise. top chard shall have properly attached structural sheathing and bottom chard shall have a properly attached BC DL 7.0 PSF M. rigid ceiling, Larauma shorm for permanent lateral restraint of webs shall have bracing instal lea per BG DRW CAUSR7175 17338285 ,4�1 00 N1- section B3. B7 or unless es noted other Apply plates to each lase of cru and rd it to as shown above end an ��/O`/�Ol L J the Joint Details, unless noted ache vela¢. Refer to drawings,BGA-Z for standard plata positions. J L BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITw Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/Tpl ,, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. "p �, r TOT.LD. 57.0 PSF _ SEQN- 350844 A seal .nth'.dr..lnp or cover pros listing this ermine, Indicates acceptance of pr.fe.slancl wain..ring fe VLV 14,20 Q! responsibility solely for the design.hove,. The suitability and use of this drawing for structure i.w t DUR.FAC. 1 .00 FROM BB " resporaibliity of the Building Designer per MBI/WI 1 S.e.2. any V 8351 Roma Circle e�� Sacramento,CA 95828 For more Information sae this Job's general notes page end these web sites: ._,__,_... a.. .._.... SPACING 74.0' 1RFF- 1WFiH7175777 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - M ) op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot 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 ipecial 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 I 7.7011-1-8 30" Typ. H 1 .5X3 III 1 .5X3 III 3X3= - _ 1 1-6-0 1-6-0 i _ 11 3X3- 1 .5X3 III 1 .5X3 III 0 12 2-7-8 9n401kk2 2-8-4 ,I`9"4(3112 I 3-6-4 Over 2 Supports Dd R=95 R=95 Design Crit: I RC2012/TPI-2007(STD) �,'�`so PROOFS 'LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .' S/ t(ABV EF Q OR/-/1/-/-/R/- Scale =.5"/Ft. use Components of Oregon (503)357-2118 ''WARN IMO!" READ an ALLle va log t t s ON DNS awll�el Z 825 N 4th Ave,Cornelius OR 9713 `eINKIRTANTm IN:FURNISH THIS DIMING TO ALL mom crura INCLUDING TINSTALLERS. 83294PE TC LL 40.0 PSF REF R7175- 2350 Trusses require extremere in fabricating, handling. shipping, Installing a.bracing. Refer to aha follow it the latest edition of BCSI(Building Component Safety Information, by TPI and STCA) 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 a Cached structural sheathing and bottom chard shall have a properly attached C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI DRW CAUSR7175 17338293 Lgligs B3, B7 or 810, as applicable. Apply plates to each face of trussand position as shown above and on 12/05/20 1/ All. I 130 N the`Joint Details. unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT 1 Alpine, a division of ITr Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing• any failure to!wild the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY instail.tion A bracing of trusses. 1° "1/0,14,20 04 c TOT.LD. 57.0 PSF SEAN- 39505 A sear on this dewing or moor peps I Istirg this drawing, Indicateseoe.ptime of professional engineering ' ' `0 reepdr.ibl lily solely for Cho design sheen. The suitability.w use of this droning for ern structure is the .9s e�l Tar DUR.FAC. 1 .00 FROM BB 331 Rovana Circle rsspoMiblllty of the Building Designer per ANSI/1P1 1 S.d.2. Sacramento,cn95828 For more information sae this Job's general notes page and these web alias: -- SPACING 24_0" .1RFF- 1W6H7175792 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrslde 2885 Floor Mast -- master HILLSBORO, OR - M1 ) :op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot 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 lottom chord checked for 10.00 psf non-concurrent bottom chord live scaled plate plot details for special positioning requirements. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load Is 1.50. :asten rated sheathing to one face of this frame. 14.5" HE. 14.5" 1 7.20.1 8 r , 1-6-0 1-6-0 ../ +9-0-0 li 3X3(**) -=--- 3X5(**) 3X5(**) .---- 3X3(**) H-1-4-12 -.I` 1-4-0-4<9"8>1 0-1-8 -y 3-4-12 J F3-6-4 Over 2 Supports R=201 R=201 dote: All Plates Are 1 .5X3 Except As Shown. Eo PROF Design Crit: IRC2012/TPI-2007(STD) �R FS' 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.'' 1 d BY E,. A • ' OR/-/1/-/-/R/- Scale =.5"/Ft. -ussComponentsofOregon (503)357-2118 "MARNINGISH RED AND FOLLOW ALL NOTES ON THIS awINGI o 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH THIS°""""6'°ALL CONTRACTORS INCLUDING THE '"S'"u�s• 83294PE TC LL 40.0 PSF REF R7175- 2351 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Wilding Component safety Information, by TPI and WrcA) for safety practices prior DL 10.0 PSF DATE 12/04/17 o performing these functions, Installers shall provide temporary bracing per amt. Unless noted otherwise, ,041641/4 top chord shall have properly attached terhed structural sheathing and bottom chord shall have a properly attached .C DL 7.0 PSF rigid telling. Locations shown for permanent lateral restraint of webs snail have bracing installed per es! 12 05/,01,7 DRW CAUSR7175 17338306 A' PO N the sections 8D De87tails, or unl810ess as noteappld ocher Apply plates to each face of truss and positiontas stion above and m IIII J�� the ane, gdivi unlace, Bead ethe.wipo Refer to Inc.drawshangsll no_Z e responsible standardplata ny BC LL 0.0 PSF CA-ENG CWC/CWC s. Alpine, a division of ITN Building Components Group Inc. smell non be rfrhen for any shipping,deviation Pran this OREGON drewl„g, any fahiure to Wild the truss in conformance wilt,Ail/TPI 1, or for handling, e� AN ITW COMPANY Installation.bracing of trusses. Ali .,�tY 2Oe C TOT.LD. 57.0 PSF SEAN- 24813 rase ib They droning or othewer sign leen. this druita ill Indicates sceeptaof hie de wi professional anyaeyns structure le 4; 1013,14,20 0�� DUR.FAC. 1 .00 FROM BB A.pmrr that.adl.in Pb.'cover design Ilosin The suitability d ..df Thla drawing far sio al engine later '8351 Rovana Circle reepen.'bllity of the Building D..lgn.r per ANSI/TPI 1 Sae.2. Sacramento,CA9ssz8 For more Information see this Jeb c general „arae page and these web cites: la..........d C19T19T1q SPACING 24_0" .1RFF- 1W6H7175722 • THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - Z ) op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot 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 lottom chord checked for 10.00 psf non-concurrent bottom chord live plate plot details for special positioning requirements. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. .asten rated sheathing to one face of this frame. 3X5(**) = 3X5(**) Iii. 11111• MM � �1- -0 -MI1- _ x:1: ■ 2X4= 3X5(**) = 2X4--- I< X4=I< 5-5-14 >1 0-1-8 -LL-- 5-4-6 J H -5-5-14 Over Continuous Support — R=131 PLF W=5-5-14 Jote: All Plates Are 1 .5X3 Except As Shown. EO PROP Design Crit: IRC2012/TPI-2007(STD) f�'� FS+ 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02." 1 (e, � {ABN t• • s' OR/-/1/-/-/R/- Scale =.5"/Ft. vssComponents ofOregon (503)357-2118 eaMAANINGI** INADAN)FOLLOW ALL NOTES DNTHIS ORNINGI U+ 825 N 4th Ave,Gemellus OR 97113 ••liwoRTAIT** MINIS,THIS DARNING m ALL mammas INCLUDING THE INSTALLERS. t/ g3294P1E I TC LL 40.0 PSF REF R7175- 2352 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to aM follow ' the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 T• to performing those functions. installersshallprovide temporary bracing per 8CS1. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid caning. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12iosnol7 DRW CAUSR7175 17338300 l sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shows.above and on .�=1F• I]N the Joint Details, unless noted otherwise. Refer to drawings 180o_Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/CWC I��' Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/Tel 1, or for handling, shipping, AN ITW COMPANY installation a brach of trusses. fy�ym 14n20db Apt' TOT.LD. 57.0 PSF SEQN- 26319 . Aw l an this droving or cover papa listing tips drawing. Indicates professionalnw acceptance or professional .nglring `V espbn.iblS ICY solely for the design shown. Tl»suitability vel!use of this drawnp nor anystructure is thee ll Tah ` DUR.FAC. 1 .00 FROM BB *8351 Rovana Circle rwr88r Se o.2.of .Building Designer pANSI/1P1 1 S .2. 3 Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: — arer. ......_ _... mr. - ver.... ........ _ . m.. ico. - o...a......1 Rf9Ar'MaR SPACING 24.0" JRFF- 1W6H7175772 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - X ) "op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot 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 )eflection meets L/480 live and L/360 total load. Creep increase factor load applied per IRC-12 section 301.5. 'or dead load is 1.50. Truss must be installed as shown with top chord up. -asten rated sheathing to one face of this frame. 19.25" 0:1-8 11 1 .5X3111 1 .5X3 III 1 111111111111111 1'6-0 1-6-0 2X4= •rte 1 2X4= i -. 9-0-0 1 .5X3 III 1 .5X3 III 1-c---1-10-4-->i 1-8-12 J 1-10-4 Over Continuous Support r -.1 R=114 PLF W=1-10-4 Design Crit: I RC2012/TPI-2007(STD) 0�E�PROp�.9 'LT TYP. Wave FT/RT=10% 0%)/4(0) 15.02-'<<f,1 AAI ; 'moi a. OR/-/1/-/-/R/- Scale =.5"/Ft. -Liss Components ofOregon (503)357-2118MARNINGIae READ ANO F0.UDN ALL NOTES ON THIS CYMWINGI 825 N 4th Ave,Cornelius OR 97113 "I TANr' monism THIS DRAWING m AL NT41 coN..cmps INCLUDING E INsrALLERs. (Ce 83294PE TC LL 40.0 PSF REF R7175- 2353 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior r/r - DL 10.0 PSF DATE 12/04/17 to performing ha these fproperly attached stn Sheri provide ng and bo bracing per all have Unless rated otherwise, top chard shall have properly a�thad structural sheathing and bottom almond=hall nava.properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall nave bracing Installed per SCSI BC DL 7.0 PSF DRW CAUSR7175 17338299 ,4�� sections 83, 87 or 810, as applicable. Apply pietas to each face of trussand position as shown above and on 12/05/2017 Hthe Jdint 3et87 unless rotas otherwise. Rarer drawings irYfA-Z fdrtanderd plata pd,itiens. BC LL 0.0 PSF CA-ENG PBC/CWC Aipi re. a diyl elan ar 17w Gul)ding�dmpente Group Ina. Ghali not ba reaporoible far any deviet ion from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY iratellatit .braving or trusses. `Z/LY14,2d� 'C TOT.LD. 57.0 PSF SEQN- 26315 A mei on this droving Cr cover psis listing this droving, Indicates acceptance of pretensions) engineering 4 t� reepanstbii ity solely for the design WPltwell)ty end one of this droning for sCrootgre io the s"Oil Tar DUR.FAC. 1 .00 FROM BB •8351 Rovana Circle fnspdnsieii ley or the Buiiaing Designer per ANSI/7p1 t s.e.2. Sacramento,CA 95828 For more information mea this job's general notes gaga end these Rab sitae: SPACING N(; 74. 1 RFF- 1 WAH 7 1 75 79 9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BPX ) -op chord 4x2 HF #1&Bet. Deflection estimate assumes composite action with single layer of the lot 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 lottom chord checked for 10.00 psf non-concurrent bottom chord live case requires uplift connection. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase russ 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. :o be designed by the building designer. 3.75" 7" 3.0-1-8 2X4 III 1 .5X3 III 1 .5X3 III 2X4 III - L 1 - 1-6-0 W2 W3 1-6-0 a-, r1 i 1 '4; 9-0-0 1 .5X3 III 2X4 III 2X4 III 1 .5X3 III ,, c 5n4L8e815n'TF 1-8-8Over 2 Supports I r- R=46/-379 R=46/-401 Design Crit: IRC2012/TPI-2007(STD) 9 PRO��0 'LT TYP. Wave FT/RT=10%(0% /4(0) 16.01 .E<<f��Ste• OR/-/1/-/-/R/- Scale =.5"/Ft. ussComponents ofOregon (503)357-2118 ••MIARNINGI•• gEMAIDfdtggALL M71EsONn+lsoarnM0I 8ss N4th Ave,ComelillS "' T . FISH,.. THIS BAN)FO To AAL COMPACTORS T IS CA IN THE INSTALLERS. ;1/ lA TC LL 40.0 PSF REF R7175- 2354 Trusses require extreme care in1d fabricating, Safety Information,, ortin, ins Tan ind entl brforns. etyer ac ace fplior / - DL 1 0.0 PSF DATE 1 2/04/1 7 thT lssest equi en of emeI ares inl fa ricating, handli iin tal and PTCA) for safety. ef practices prior to performing these functions. Installers shall provide temporary bracing per SCSIs Unless noted otherwise, ochord shall have properly attached structural ctural sheathingand bottom chord shall have a properly attached BC DL 7.0 PSF ,0416114 rigid cei l ing. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI /'� DRW CAUSR7175 17338298 sectionsT. 83, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on 1 2/05/2017 /1 n„ L�1[]I I he loin Details, unless noted otherwise. Refer to drawings 180A-i forstandardplate any ons. BC LL 0.0 PSF CA-ENG PBC/RTT A11-II I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON awing, any failure to build the AN ITWCOMPANY Irntruss in conformance with AISI/Tal 1. or for handling, shipping, Installation a bracing of trusses. /3 �, = TOT.LD. 57.0 PSF SEAN- 39508 A semi on Chi&drawing Sr ewer pegs listing*hie growing, indlwt...ee.pt.no.of prer...i n.l engineering 4 O 14,20 0 responsreepoiribl l Sty/of solely a i le ng the design :gner per AJ I/The 141 1 l9.e.2.,e MOO Of rhle drawing for any structure I.she s' eH Tan`� DUR.FAC 1 .00 FROM BB S.8351 Rovana Circle /� /� /', acramento,CA95828 For more information see this Job's general notes page and these web sites: SPACING Nl 7� 11 ...„— . ..... _,_,__._... .e.. .....- ' a,r,... ...... ,n, ..... . IRFF- 1W6H717579� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - LG ) -op chord 2x4 DF-L #1&Bet. 2 COMPLETE TRUSSES REQU I RED I 2 2 lot chord 2x6 DF-L 2400f-2.OE Webs 2x4 DF-L Std/Stud :W2, W4 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row 812.00" o.c. special loads Bot Chord: 1 Row @ 6.50" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row 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 )eflection meets L/360 live and L/240 total load. Creep increase factor to dead load at X = 10-6-6. 'or dead load is 1.50. JT PLATE LATERAL CHORD -russ must be installed as shown with top chord up. No SIZE SHIFT BITE [ 4] SS0514 S 1.25 he TC of this truss shall be braced with attached spans at 24" OC in [ 5] W5X7 S 1.25 ieu 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] EE 8X8- 5X7[5] = 1.5X3 III 4X5= 4X5(R)[13] III 3X5= 4X5(R)[20] III 4X8(R) III & .1 : T .. 1-6-0 W4 _ I J N_— No —• 1 6-0 V \0 I � 9-0-0 V J 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 e12 1 3-3-15 T 3-3-15 >f< 3-7-1 + 3-7-1 T 3-7-1 • 3-3-15 �I` 3-3-14T 1'' z 24-4-4 Over 2 Supports R=3245 W=5.5" R=1398 W=3.75" Design Crit: CUSTOM/TPI-2007(STD) ��EO PROFESS 'LT TYP. 18 Gauge HS,Wave FT/RT=296(096)/4(0) 16.01 .e(O E;1if E. S'/O OR/-/1/-/-/R/- Scale =.3125"/Ft. vss Components of Oregon (503)357-2118 "WARNINGIee DEAD AND FOLLpg ALL NOTES ON THIS OWING! CI (4% R/Q 'L TC LL 40.0 PSF 825 N 4th Ave,Comelius OR 97113 eel T ew FURNISH THIS ORATING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (V 83294PE y REF R7175- 2355 Trusses require extremare in fabricating, handling, shipping, Installing and bracing. Refer to eM follow a+ ' the latest edition of BCSI(B.ilding Component Safety Information, by TPI and W CA) for safety practices prior / - DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, op chord shall neve properly a! bottom structural sheathing and bottchord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing installed per BCsI DRW CAUSR7175 17338307 sections B3, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on 1V05/2017 ,4— I O u the.loin Details, unless noted otherwise. Refer to drawings 180A-2 for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/PTT .� Alpine, a division of ITN 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 handling, shipping, AN rTW COMPANY installation.bracing of trusses. 'C TOT.LD. 57.0 PSF SEQN- 108034 A.eel an chi*growing.r miler papa listing this drawing, Indicate*aaeapt.,o..f prom..sari engineering /i 11Ly 14f 20 ,o, • reepaleibi S Sty solely far the aeelgn Hn al. The.uittlI I Sty and NM of thI*drawing far any structure is the $Ib @!I Tan*-� DUR.FAC. 1 .1 5 FROM BB .8351 Rovana Circle re.paribII Ity of the Building Oeeiplrr per ANSI/IPI 1 Sea.2. V Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: n.. . .........._,__._...---. n,. ..-..-.- •_-___-. w .. ., I OAD I NG SFF AROVF 1RFF- 1WFTH7175722 I 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - KG ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. lot chord 2x6 HF SS#1&Bet. 2 COMPLETE TRUSSES REQUIRED I 2 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. ipecial loads Bot Chord: 1 Row 0)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. IT PLATE LATERAL CHORD Jo 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] 1 • • • •• i 1 1-6-0 ---- W W: 1-6-0 ■ 9-0-0 i 5X7[4] - 5X7[13] = 3X7 III 3X7 III 1"12 2-3-2 ,1,9"2,1, 1-7-8 1-8-0 �5,10 2-4-14 1"12 2-3-2 9"21-7-8 1-8-0 5,,1-y- 2-3-2 Iti2 k9-4-0 Over 2 Supports >i R=3566 W=5.5" R=4180 late: All Plates Are 1 .5X3 Except As Shown. EO PROfi Design Crit: IRC2012/TPI-2007(STD) QI, F 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.02.►M i) t ,Y - SS.i. OR/-/1/-/-/R/- Scale =.5"/Ft. vss 825 NotponentsofOregon (503)357-7118 ' WAR FURNISH HEAD AID FOLLOW ALL Motes ON THIS DRAWING! (� /Q .1e- , TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 .4/ ORTA�' a■IISN TMls oiwlMB TO"LL coMrnAcraes INCLUDING MG INSTALLERS. 49 83284PEREF R7175- 2356 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow to the latest e.lition of BCSI (Building Component Safety Information, by TPI and wrcA) for safety practices prier �L ,r- : DL 10.0 PSF DATE 12/04/17 fo performing these functions. Installers shall provide temporary bracing par Best. Unless noted otherwise, op chard shall have properly attached structural sheathing and bottom chard shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per WSBC DL 7.0 PSF DRW CAUSR7175 17338283 , 111. ,1 O`�N a thesecionsJoin B3,Details, or as noted other Apply plates to each race of truss aro position po shown above and m 1 /OC/1017 L J the Joint 3, FIT o unless sopsa applicable. Refer to drawings le0ace of for trusstandardndpo plata as shown 1L J 2 Alpine, a division of ITw 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 build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. ,Z �, c TOT.LD. 57.0 PSF SEQN- 6734 REV • A seal on this drawing or clover page listing this drawing, indicate*.ee.ptsnee of p, f..sIan.l .nein..ring € LY 14,20 e' responsibility solely fbr eh.design.hew,, the suitability and use or this swing for any structure is th. FROM BB .8351 Rosana Circle responsibility or the euilding Designer per ANSI/TPI 1 S...2, ase if Tar! DUR.FAC. 1 .00 Sacramento,CA95828 For more Information saw ihls,pb s general noise page and rheas web sites: _-.-__ _ I WADI N(; SFF AROVF .1RFF- 1WBH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT3 ) 'op chord 2x4 DF-L #1&Bet. (Re) 4 plate(s) require special positioning. Refer to lot chord 2x4 DF-L #1&Bet. scaled pIate 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 lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC (racing requirements. DL=4.2 psi. lottom chord checked for 10.00 psi non-concurrent bottom chord Iive Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. leflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. 'actor for dead load is 1.50. he TC of this truss shall be braced with attached spans at 24" OC in ieu of structural sheathing. sheathing is required for any longitudinal (drag) forces. All diaphragms, (racing, and connections shall be designed by the engineer of record. 1 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1-6-0 C-1 D W2 0 o 0;i1 0 0 0 o E;:I D o W6 0 -3 1-6-0 1 .5X3(**)////1/1////////////////////////////////////////////////// III 3X3 4X8(**) -- 4X8(**) = 1 .5X3(**) III 3X3= 5-9-13 5-8-1 4-- 5-9-13 r 17-3-12 Over Continuous Support >1 R=84 PLF W=17-3-12 dote: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) CEO PROFS 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.' I Cy to, 0 OR/-/1/-/-/R/- Scale =.375"/Ft. vss Components of Oregon (503)357-2118 • Mb1RNINGI.. READ AN,Few a ALL NOTES THIS OWING( REF 87175- 2357 825 N 4th Ave,Cornelius OR 97113 YeI1PORTANra THIS CONTRACTORS's MUSING To ALL RACTORS INCLING wIxsrKLSRS. ' 83294PE TC LL 25.0 PSF Trusses require extreme rare In fabricating, handling, shipping, Installing and bracing. Refer to and follow no the latest edition of BCSI (Building Component Safety Information, by TPI and RTCA) for safety practices prior Oa/' • : DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 14111114 top chord shall have properly atCached 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 17338292 sections B3, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on �1 1 the Joint Details, unless rated othorwise. Refer to drawin iBOA-Z forstandard lace 12/05/`017 ,i Al N °' a p "Y1e" BC LL 0.0 PSF CA-ENG CWC/GWH 1 Al pi re, a divi sfan of ITN Sul lding Compments Group Inc. shell n i ba responsible far any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY imteliation.bracing of trusses �, C TOT.LD. 42.0 PSF SEQN- 11721 A...I an this droving or isomer pogo listing this drawing, Indi..t s acceptance of prof..sleal engineering ` LY 14,20 p reupoueibl l sty solely for the,design.Mei. Tho suitability end us&of this drawing for any structure,I.ths a�y� t OUR.FAC. 1 .15 FROM BB responsibility of the,Building D.slgn.r per ANSI/lni 1 S.t.2. .8351 Rovalla Circle vV a Jf Tart a. Sacramento,CA 95828 For more information see this Jobs general rotes page and these web sites: 1 ........ . ._ _n.. __, - .-.--•--._ SPACING 74.�" 1RFF- 1WFH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT4 ) op chord 2x4 DF-L #2 (**) 2 plate(s) require special positioning. Refer to lot 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 ;ee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC (racing requirements. DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. ieflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. "actor for dead load is 1.50. sheathing is required for any longitudinal (drag) forces. All diaphragms, (racing, and connections shalI be designed by the engineer of record. 1 1 1-6-0 ■-1�.1-1�7-1�7-■ 1-6-0 ii. W1 III r 3X3= ■� '■ 9-0-0 �_ \`l / / / 1 .5X4(**) III 3X3= 1 .5X4(**) III 1.(- -5-4-0 Over Continuous Support -H R=84 PLF W=5-4-0 Jote: All Plates Are 1 .5X3 Except As Shown. Ep PROF Design Crit: IRC2012/TPI-2007(STD) '� F 'LT TYP. Wave FT/RT=296(096)/4(0) 15.02.FA., .rJve ��.iii�41 OR/-/1/-/-/R/-• Scale =.5"/Ft. uss Components of Oregon (503)357-2118 a*WARNING(** READ AND FOLLOW ILL Nates ON THIS aNaNNGI / REF R7175- 2358 825 N 4t Ave,Cornelius OR 97113 aaINNORTANP• FINNISH THIS oRAt1NG Ta ALL CONTRACTORS INCLUDING THE iperamL ERs. jLG' V 41 � TC LL 25.0 PSF Trusses require Sachems re in fabricate 83294PE ng, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCS((Building Component safety Information, by TPI and aSCSI for safety practices prior �-- : DL 1 0.0 PSF DATE 12/04/17 to performing these functions. t Installersshallprovide temporary bracing per SCSI. Unless noted otherwise, op chord shell have properly attached structural sheathing and bottom chordshall Maya a properly attached BC DL 7.0 PSF gid teili g. Locations show„for permanent lateral restraint of webs shall have bracing installed per Bis DRW CAUSR7175 17338309 s B3, B7 or 610, as applicable. Apply plates to each face of trussand position as dawn above and on 12/05/2017 /1(L. �oj� FE cmc oint Batail*. Solea,rated o horwise. Refer to liesinga 1605 Z fortaroerd plata pmsitiens. 1L J 1! BC LL 0.0 PSF CA-ENG CWC/GWH �1 I'� Alpire, a tlivislon or ITN Builtling Compona Ks Group Inc. sMll t aspo rsibla for a ty tlaviatlon from CM1is OREGON drawing, any failure to bulla the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN I7W COMPANY ilninllatinn.bracing of trusses. 11) fid �, T► TOT.LD. 42.0 PSF SEQN- 11717 A...I on this drawing or cover peps lifting ell.drawing, Indica/as.ae.pt no.of professional engineering 4 LY 14,20 0 respen.IbliIcy wieiy for the eesign.ne.n. The suitability and use of this droning for any structure Is the s .I DUR.FAC. 1 .15 FROM BB •8351 RovanaCircle re.poneibility of e,.Building&migner per ANS1�1 1 See.2. esti Tan - Saclamento,CA95828 For more information see thisJob's general nates gaga dna these web sites: .-.-__- SPACING 24_0" JRFF- 1W6H7175777 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT6 ) 'op chord 2x4 DF-L #2 (**) 2 plate(s) require special positioning. Refer to scaled plate lot 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 lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC )racing requirements. DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. 'or dead load is 1.50. Fasten rated sheathing to one face of this frame. 1 W1 0 0 0 0 0 0 0 0 1 1-6-0W2 3X5(**) 0 0 0 0 0 0 3X5 1 6-0 /////// ////////////////i // , /// 49 0 0 3X5 III 3X5 III 9-6-0 0-3-8 I—I_ 9-2-8 J 1 9-6-0 Over Continuous Support >I R=84 PLF W=9-6-0 Jote: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) E0 PROPS 'LT TYP. Wave FT/RT=2% 0% /4 0 16.01 .fR SS ( I ) 1.. .1/S{"�� OR/-/1/-/-/R/- Scale =.5"/Ft. MSS Components ofOregon (503)357-1118 w11RNINGI'e REM MD FOLLOW ALL NOTES ON THIS awlNGi ��. • 825 N 4th Ave,Comelius OR 97113 ..IMPOTANTe FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TNM INSTALLERS. 0 4\ TC LL 25.0 PSF REF R7175- 2359 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow �44 83294PE the latest edition of BCCI (Building Component Safety Information, by TPI and WfCA) for safety practices prior �,,— DL 10.0 PSF DATE 12/04/17 co performing mese furctlons, Installers shall prowlse tempora ry bracing Per BC51. Unless noted otherwise. top chord 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 of webs shall have bracing installed per DRW CAUSR7175 17338286 ,4 r�1 O`� sections 83, 87 or R10, es applicable pply plates each face of truss a q posiCion as shown above and on L JNE the Joint Details, unless noted otherwise. Refer Co drawings 180A_Z for standard plate positions, 12/0/2017 gC LL Alpines a division of Il11 Building Components Group Inc. shall not be responsible for any deviation from this OREGON D 0.0 PSF CA—ENG PBC/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation crating of brasses ill• C TOT.LD. 42.0 PSF SEQN- 105600 A.Yl on this drooling or cover pegs listing this drawing, indicates acceptance or professional engineering /_ VLY i4,2404 e re pbraibllity solely for the design shorn. The suitability and..e of this drawing for eny structure Is the s l t DUR.FAC. 1 15 FROM BB .8351 Roma Circle responsibility of U,.Building Designer per ANSI/TPI 1 Sse.2. se,,rao Sacrnmento,CA 95828 For more information see this Jobs general notes page and these web sites: V .,.,,.,r, ........ _._,__,_... w .. ........ _ _ .- -- SPACIN(; 74.0" JRFF- 1WRH717577� 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT7 ) 'op chord 2x4 DF-L #2 (") 2 plate(s) requirespecial positioning. Refer to lot chord 2x4 DF-L #2 scaled plate plot details for spcial posiioning 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 lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 'racing requirements. DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. leflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. 'actor for dead load is 1.50. sheathing is required for any longitudinal (drag) forces. All diaphragms, 'racing, and connections shall be designed by the engineer of record. w.■ ■■ •■. ��■ ■ lii.1-6-0 '-1r •7-17- ■ 1-6-0 r 3X3= . "� 9-o-o // , 1 .5X4(**) III 3X3= 1 .5X4(**) III 5-6-0 --5-6-0 Over Continuous Support R=84 PLF W=5-6-0 byte: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) CEO PROFS 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.,$'+',0jrh (0 50 OR/-/1/-/-/R/- Scale =.5"/Ft. uss Components of Oregon (503)357-2118 ...WARNINGI'w READ AND FOLLOW ALL NOTES ON THIS OWING! w 825 N 4th Ave,Cornelius OR 97113 "IIPaRTANT'• FURNISH MIS&IWtND TO ALL TrtA ooTCTaNs INCLUDING TiIE INSTALLERS. C9 � TC LL 25.0 PSF REF R7175- 2360 Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer to and follow /� 83294PE the latest edition of BCS' (Building Component Safety Information, by TPI and WTCA) for safety practices prior &C / •► DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, op chord shall have proprly attached taed structural sheathing and bottan chord shall have a properly attached BC DL 7.D PSF /41111111 rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per ec DRW CAUSR7175 17338294 ,4 �O`� sects as B3, B7 or Bid, es applicable. Apply plates in each face of truss an position as shows above end on 12/05/2017 J ChB i.dint Bataiia. unless oared dtha.olae. $afar top drawings,.GA-Z fdr standard plate pdsitions. BC LL 0.0 PSF CA-ENG CWC/GWH Aiplrne, a division of ITW Building Co,lponents GrcuInc. shell noY be respom ibis for arty deviation frdn this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN l7W COMPANY Inetellatldn.bracing of trussed. 14.Y14,201/4 TOT.LD. 42.0 PSF SEQN- 11729 A semi an this tr.wing Cr reser peg*listing tilt.drawing, Indicates.ee.ptenee or profsemlan.l engineering 4 re.penmiblltty solely Tor the design wimwl, The suitability end use of this drawing for any structure Is the — ,8351 Rovana Circle responsibility of the&sliding Designer per ANSI/TPI 1 See.2. S9 .• DUR.FAC. 1 .15 Sacramento,CA 95828 For more information see this Jobs general notes page and these nab sites, �� • 3e A - BB .,--. ...._.. .._,__._.. __—. rase _ . ,.. SPACING 24.0" 1RFF— 1WRH7175777 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT9 ) "op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot 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. "russ designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member lot to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. lay be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT )VERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per )o 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. lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind )racing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. Truss must be installed as shown with top chord up. asten rated sheathing to one face of this frame. 0 0 0 10 0 0 0 0 B 1 1-6 ° 1-6-0 0 B 0 U 0 0 B G 0 I /// ///////// //////////////////// " 9-0-0 a F10-3-0 Over Continuous Support R=97 PLF U=18 PLF W=10-3-0 Jote: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) EO PROFF 'LT TYP. Wave FT/RT=296(0%)/4(0) 16.01 .f4 `rS OR/-/1/-/-/R/- Scale =.5"/Ft. vssCom nents of Oregon (503)357-2118 ••WARNING!•• READ ANO FOLIC.ALL NOTES ON THIS ORATING! `yCJ ��n Q ••IIPGRTANr• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'r 9 REF R7175- 2361 825 N 4thAve,Gemellus OR 97 13 �U' (G 1 TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow 33294PE the nateat edition of SCSI (Building Component Safety information, by TPI and RICA) for safety practices prior r,,. al DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,op chord shall have properly attached structural sheathing and bottom chord shell have a properly attache. BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC DRW CAUSR7175 17338297-- ... sections ,4 n � �� in S3• al or as applicable. Ape. R plates to each face of for and rd plate as shown above and on 12/05/2017 I , theJoint Details, unless noted otherwise. Referto drawings 180A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of ITS Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANS1/TPI 1. or for handling, shipping, AN ITW COMPANY Installation.bracing of trusses. 13 C TOT.LD. 42.0 PSF SEQN- 102909 Aw1 on this drawing or.ever page listing this drawing, indicants*acceptanee of proW..lansl.nglnwrl ..pan.Ibll Ity.wl.Iy for the design Mown. Tho suitability mind Ir of this droving for any.tnieeur.ithat G wLY�4,2G� 0 — `8351RovanaCifcle responibilityofthatIii,)IdiagDeeIpn.rperANSI/Tel1S.a.2. seellTan.` DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this Job's general nates page and these web,iters: SPACING 74.0" .TREE- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT10 ) "op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot 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. russ designed to support 1-0-0 topchord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member lot to exceed 5.00 PSF one face an24.0" span opposite face. Top chord design. tay be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT )VERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per )o 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. ;ee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind tracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. Truss must be installed as shown with top chord up. 7asten rated sheathing to one face of this frame. ' 0 0 0 0 0 00. 1 1-6-0 1-6-0 0 B 0- 0- a 0 0 /// / / ////// ,/ /////////�//�/// " 9-0-0 l7-1-0 Over Continuous Support >1 R=97 PLF U=30 PLF W=7-1-0 late: All Plates Are 1 .5X3 Except As Shown. D PRO P 'LT TYP. Wave Design Crit: I RC2012/TPI-2007(STD) rtG � FS'S,, FT/RT=2%(0%)/4(0) 16.01 .s'% $ N e • O OR/-/1/-/-/R/- Scale =.511/Ft. vssComponents ofOregon (503)357-2118 "t>A�tNGi" a�AID FOLLOW ALL NOTES CO This DRAWING! �jV 83294PE 'Q TC LL 25.0 PSF REF R7175- 2362 825 N 4th Ave,Cornelius OR 97113 "i TNT" FURNISH This OWNING TO ALL CONTRACTORS 1N0.1.1NG T E(NSTA.LQ6. - Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to a.sl follow �"'••� the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior C 01. 10.0 PSF DATE 12/04/17 Co performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, op chord shall hove properly at tached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF 7. rigid telling. Locations shorn for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 DRW CAUSR7175 17338296 A L1 N sections 83, 87 or 810, es applicable. Apply plates to 160 of truss and position as sheen above end on 1LL JJ L l L J Illi_` the Joint Details. unless Hated otherwise. Refer to drawings1BGA-Z for standard plate positions. OREGON :C LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of ITN Building Components Group Inc. shell not be responsible for any dpviation free this drawing, any failure to build the truss in conformance volt))ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY Installetion{bracing of trusses. ` t�Lr 14t21� 0 TOT.LD. 42.0 PSF SEQN- 102907 A sal en Lei*drawing er cover pegs listing this drawing, indicates acceptance of professional engineering $et % responsibility solely fbr the Stelae shoal. The suitability end use of this drawing for aro structure is the 'f Ta a OUR.FAC. 1 .15 FROM BB 8351 RovaBB Circle responsibility of the Building Oesipar per ANSI/TP1 1 S.s.2. Tao /� /�� /� Sacramento,CA 95828 For more information sap this Job's general note,page and these web sites: Renewal B/80/20� SPACING 24.0" — 1RFF 1WBH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP1 ) 'op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot 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. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member Ipplied per IRC-12 section 301.5. design. )?flection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. 'or dead load is 1.50. 'his truss is designed to support vertical loads only. This truss las not been designed to transfer lateral or longitudinal forces. sheathing or other bracing is required for any longitudinal (drag) 'orces. All horizontal and vertical diaphragms and connections shall )e designed by the engineer of record. See Code section R602.10.6.2. X3=1 1 .5X3 111 3X3---- 1 NIMillin 1-6-0 1-6-0 L . ■ i 4,, 9-0-0 ' I p►� ll 3X3= 1 .5X3111 1"12 lit1-6-8 1-4-12 11112 k 1-8-4 Over 2 Supports R=71 W=5.511 R=71 W=5.5" ,3S0 PROP., Design Crit: IRC2012/TPI-2007(STD) .(G d's 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .s ''-0 N E p 70OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-1118 -'WARNING!.' RFA!aro FOLIAR ALL NOTES a THIS ORArINGI �' TC LL 25.0 PSF REF R7175- 2363 825 N 4th Ave,Cornelius OR 97113 ..WANW TANT.. FURNISH Mu Is DRAWING 7o AcaanAc*ons INCLUDING THE INsnwol Ls• 83294PE Trusses require extreme re in fabricating, handling, shipping, Installing and bracing. Refer to and follow ,,.. DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior C IL 10.0 PSF o performing these functions. Installers shall provide temporary bracing per nest. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations show,for permanent lateral restraint of webs shall have bracing installed per nes' 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338301 Al L1 N.� he oin G3, ai or unl as appinoted other Apply plates to each face of truss and position as shoot abeVe and m L J NE "Feint Detail=, NICs,natal otherwise. Refer to drawings l no_Z far=pondardsibl plata any deviation OREGON :C LL 0.0 PSF CA-ENG BFR/GWH Alpine, a division ur of ITA Building Components Group Inc. shall not be responsible ham for any tlpping,on from this awing, any failure to bila the truss in conformance with ANSI/TDI t, or for handling, shipping, AN ITW COMPANY drawing, a bracing of trusses. y "144'14,21g114 0 TOT.LD. 42.0 PSF SEAN- 118514 A awl m this drawing or cover paps listing this drawing, indicates seespwhos of prsfsaslmrl engineering A 8351 Rovana Circle r responsibility o"the Building the M.�'gner�per ANSlThe�It1'S.e 2.`w"�of"",drawing ""structure la the s$e!i Tan DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this neral m a mm: Job's general notes page and these web sltas: --• •--,_...__-. .a. _-•_-----. m,r�m. ...._. _ • ,.---.__-. ...... ........ .------_-- Renewal 6/30/2018 SPACING 74.O" JRFF- 1WFH717572? i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - 8P2 ) "op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot 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. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member ipplied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. 'or dead load is 1.50. Fasten rated sheathing to one face of this frame. 'his truss is designed to support vertical loads only. This truss las not been designed to transfer lateral or longitudinal forces. sheathing or other bracing is required for any longitudinal (drag) 'orces. All horizontal and vertical diaphragms and connections shall me designed by the engineer of record. See Code section R602.10.6.2. 1 .5X3 HI 1 .5X3 III 1 1-6-01-6-0 wilim4 9-0-0 0.02.W OEMNI 1 . X3111 1 .5X3 III 1 1Pg„14fr ,11.1112 1-1-6 Over 2 Supports R=47 W=5.5” R=47 W=5.5" iisEo PROFS 'LT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) ,<G 5.t,, FT/RT=2%(0%)/4(0) 15.02.Ii-1 i 8NE' 0 OR/—/1/—/—/R/— Scale =.5"/Ft. vss Components of Oregon (503)357-2118 ' MIAR I•• BEAD MFavor ALL FaAct Notes ON norms mr■INBI g3298329442E 'Q TC LL 25.0 PSF REF R7175— 2364 825 N 4th Ave,Cornelius OR 97113 "IT FURNISH THIS awrtNB TO ALL carmrtArrnots INCLUDING me INSTALLERS. Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to afollow the latest edition of BCSI( ng and /� Building Component safety Information, by TPI and WTCA) for safety practices prior C IL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shall provide temporary bracing per SCSIs ;C DL 7.0 PSF Unless noted atherwleo, to chord shall have properlyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations spawn for permanent lateral restraint of webs shall have bracing installed per BCSI 12/05/2017 DRW CAUSR7175 17338303 A LL03[1 N actions B3, ai or s. unless as applicable. Apply plates to each face of truss and position as storm above end on the mint Bdivi ion of natal angeCompo Components to drawing,180A_2 for standard Plata any deviate OREGON :C LL 0.0 PSF CA—ENG BFR/GWH Alpine. a division of Ibu Buildingthe truss in con Group Inc. shell not be responsiblehall far any tlppietion frau this awing, any failure to build ses truss in conformance with ANSI/TPI 1, or for handling, snipping, AN ITW COMPANY drawing, .bracing of trusses. G `ZtY 14,204 0 TOT.LD. 42.0 PSF SEAN— 116938 A seal on this solely or cedthe rd.tgn listing ehts drsuitabilgs,ity Indicates douse of this r of pretensions'structure ris *Sell Tao t DUR.FAC. 1 .15 FROM BB r seal ibi they..twin for the s.tyn scan. The.liaWittty dic tes of sot•droving fee erar s' oriti.w r 8351 RovanaCircle responsibility of the Building Dwyer per ANSI/1P1 1 See.2. Sacramento,CA 95828 For more information sea this Job's general notes page and these web sites: n.. . .........._,__._...---. a.. ..--- .. ....... Renewal 8/30/2018 SPACING 74.0" ARFF- 1WfH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP3 ) "op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot 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. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member )ppiied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. ror dead load is 1.50. Fasten rated sheathing to one face of this frame. 'his truss is designed to support vertical loads only. This truss las not been designed to transfer lateral or longitudinal forces. sheathing or other bracing is required for any longitudinal (drag) rorces. All horizontal and vertical diaphragms and connections shall )e designed by the engineer of record. See Code section R602.10.6.2. 1 .5X3 III 1 .5X3 III gill 1-6-0 1-6-0 Ell; -=to +9-0-0 1 MUM W=MI 1 . X3111 1 .5X3 III 1"12 1"12 17'9" 'Ilii 1-0-8 v r 2 Supports R=44 W=5.5" R=44 W=5.5" Design Crit: I RC2012/TPI-2007(STD) .c°'s O PROF 4541 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.I,r�• �,C�l3NE_ ip OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-2118 •�WANNINGI•• READ an FOLLOW ALL NOTES ON THIS aurING! � /TC LL 25.0 PSF REF R7175— 2365 .„... iiiiaaN 825 N 4th Ave,Cornelius OR 97113 ••IlPORTANT monism ries DRAWING rD ALL comwCTONs INCLUDING na ann./Limo. , Trusses require extreme care in fabricating, handling, snipping, installinstalling and bracing. Refer to and fallow0. L 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WICA) for safety practices prior o performing these functions. Installers shall provide temporary bracing per SCSI, Unless toted otherwise, to chord shall have properly atmooching and bottom chord shall have a properly cached structural attached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 DRW CAUSR7175 17338304 ,4 �n`� thep ons BD ai or unlB10ess as noteappld other Apply places to each race or truss and position as slow. above and w JI �Jf thesec ,nine Details. unless Building Compo gofer to drawings l no-Z far respdardonsible plata any deviation OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Al pire, a division sf on of 11r1 Bui ldf ng Camponenis Group Inc. shell not be raaporeible for a,ry aevi eClon Ran chis drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for booming, shipping, AN ITW COMPANY ins."IIatIon A bracing of trusses. `ZLY14,204 +e. TOT.LD. 42.0 PSF SEQN- 116940 A.eel en thl.awing or sever P.G.listing t i.drawing. Indicate except n.of prefa..ion.e engineering ` S • resp Ter the r 8351 Rovana Circle reeprlel I Ity of solely Building Designer per ANSI/WItai'S.w.2. use of viis drawing for.ror.tr,.oei:e is the et/Tab DUR.FAC. 1 .15 FROM BB Sacmmento,CA 95828 For more information see this Job's general notes page and these web sites: ._.__._...___. -mi. .___ ___. Wr'.. __.__.___.___ . . ___ Renewal 613012018 SPACING 24.0" ARFF- 1W6H7175722 STR❑NGBAC< BRIDGING REC❑MMENDATI❑NS 111.- Aa scab-on blocks shall be o minimum 2x4 BUTT STRONGBACK BRIDGING TOGETHER "stress graded lumber." 0,--AJ strongbock bridging and bracing shall be a minimum 2x6 "stress graded lumber." . J..)°- 101- The purpose o{ strongbock bridging is to -0- ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resultin in an overall increase in the SCAB 6' O.C. g NOTE, IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. LX6 LAP STRONGBACK BRIDGING MEMBERS gg'strcn back brill In FOR AT LEAST ONE TRUSS SPACING g, positioned as shown in STRDNGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0" o,c. (max,' NETEi Details 1 and 2 are the preferred attachment methods ► The terms "bridging" and "bracing" are sometimes ATTACH STRONGBACK To esiii:)0011111.10 mistokenly used interchangeably. 'Bracing" is an WEB W/ c3) l0d COMMON--___,, (0.148'x3') NAILS OR importantstructural requirement of any hoer �� (41 10d BOX/GUN ' or roof system. Refer to the Truss Design :.28'xa.o'I NAILS ' Ari • Drawing (TDD, for the bracing requirements For each individual truss component. "Bridging," �� particularly "strongbock bridging" is a r& 41P°1111. �1111! ° recommendation for a truss system to help control vibration, In addition to aiding in the OOP 0111.1000,-111111 distribution of point loads between adjacent %If 11 truss, strongbock bridging serves to reduce • IW- 11111111STRONGBACKBRIDGING "bounce" or residualvibration resulting from NIPIIIIII SPACING REQUIREMENTS moving point loads, such as footsteps, Up to 10' None required 10' to 20'1 row(at center of span) The performance of all floor systems are 10d COMMON (0.148'x30') OR 1 20' to 30'2 rows d at each I/3 points) x/GUN (0.128'x3.0') NAILS AT I2x6 (MINIMUM) STRONGBACK, 30' to 40'3 rows(I at each 1/4 points) enhanced by the Installation of strongback TOP AND BOTTOM OF 2>4�' RESTRAINED AT EACH END. oyer 4n' Space rows of 10'a c,paints) bridging and therefore is strongly recommended SCAB-ON BLOCK ATTACH ` by Alpine. IRONGBACK TO BLOCK W/ (3) d COMMON (0.148'x3.0') NAILS ,41104 Box/GUN ro,12e'x3.o ) l ,--i a For additional information regarding strongback NAILS \_D / bridging, refer to BCSI (Building Component -iiii,„,1%... ..- ••••0011A., 40 Safety Informotion), 00100141' A 61 Irl I it 1 01 IV , It 111014pr ,r.,, 111111140011 --- Oir Ali I !J IIIIIIATTACH STRONGBACK WITH'TOBOTOR PR STRCINGBACIR BRIDGING ATTACHMENT ALTERNATIVES ��G� `SS, •',WARNING.• READ AND FOLLOW ALL NOTES ON THIS DRAWING! N. w"IMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. A� /p�T C LL PST REE S T R❑N G B A C K Trusses require extreme core in Fabricating, handling, shipping, installing and bracing. Refer to and 83294PE - Follow the latest edition of' BCSI (Building Component Safety Information, by Tel and SBCA) for safety &C 'r/. IL FSE DATE 10/01/14 practices prior to performing these Functions. Installers shalt provide temporary bracing per BCSI. � Unless noted otherwise, top chord snail have properly attached structural sheathing and hotton chord G _""`�,� n, shall hove a properly attached rigid ceiling. Locations shown For permanent lateral restraint or webs I C D L PS E /- shall Noor bracing installed per BCSI sections 03, B7 or- 810, a - DRV✓G STRBR1BR10I4 ci I NE of truss and position as shown above and on the Joint Details, unple'ssbnotedpoltherlwses to each ince 12/05/2017 CRefer to drawin 160A-Z for standard late L L P S E 1_ 9s p positions. R��/('�� n Alpine, a division of ITV Building Components Group Inc. shalt not be responsible for any deviation from1 �H MT, LD. P F AN ITW COMPANY this dr-owing, on), Failure to build the truss in conformance with ANSI/TPI I, or- for handling, shipping, S installation I. bracing of trusse /V0 A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional 4 L 14.2 engineering responsibility solely for the design shown. The suitability and use of this drawing *s��' ��+ ( DUP. EAC. 1.00 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TP! 1 Sec.2. Earth City,MO 63045 For more information see this job's general notes page and these web sites SPACING n ALPINE: wwwlpineltw.coni TPI. www.tpinst.org, SBCP: www.sbcindust,-y.org, ICC: www.iccsafe.org Oww.....wl fll9ww/•1lw1A Gable Stud Reinforcement Detail ASCE 7-10i 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 ❑r: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 ❑ri 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 100 2x4 Brace 0) lx4 'L' Brace x (1) 2x4 'L' Brace • (2) 2t4 'L' Brace kx (1) 2x6 'L' Brace x (2) 2x6 'L' Brace xx Gable Vertical No Bracing Group Species and Grades - Spacing Species I Grade i-..„... Braces (Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A; _ ! Spruce-Pine-Fir Hen-Fir S #1 / #2 4' 10' 8' 2° 8' 6' 9' 8" 10' 1" I' 6' 2' D' 14' 0' 14' 0' 14' 0' 14' 0' 41 , 42 Standard 42 Stud <J #3 4' 7' 9' 8' 3' 9' 7' 9' 11' ll' 5' 11' 10' 4' 0' 14' 0' 14' 0' 14' 0" 43 Stud #3 Standard' Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' p Standard 4' 7' 6' 7' 7' 0° 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Dou.lns Fir-Larch Southern Pine••* U #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 4' D' i p3MIIEEMMI Stud Stud J S P #c 4' 10" 8' 2' 8' 6' 9' 8" 10' 1' 1' 6' 12' 0' 14' 0' 14' 0' 14` 0' 4' 0" Standard Standard #3 4' B' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5" 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' 5 (U D- _ Stud 4' B' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' - Standard 4' 7' 6' 2° 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0° 14' 0' Group B JC. J #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2° 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir .) _ .J #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4` 13' 0" 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 11 #1 ti. Btr Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' -# U — = Standard - 5' 3' 8' 1' 8' 7' 10' 10' . 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' <) � — __ Dou•las Fir-Larch Southern Pine••• #1 5' 9' 9' 6' 9' 10' 11' 3° 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' IitillME #1 I S P #2 5' 6" 9' 5• 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0° #2 i #2 a- 43 5' 5' 8' 6° 9' 1' 11' 0' 11' 5' 13' 1' 13' 8° 14' 0' 14' 0" 14' 0° 14' 0' 1Stud 5' 5' 8' 6' 9' 1' 11' 0' I' S' 13' 1' 13' A' 4' 0' 14' 0° l4' 0" 4' p x4 Braces shall be (Stress-Rated Board), lJ D L. ,.•►For 1w4 So, pine use only Industrial 55 or ___ Sto ndor d 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B 2 � — #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' i 12' 8' 13' 2' 14' 0' — 14' 0' 14' 0' 14' 0' 14' 0" values may be used with these grades. D \ #3 5' 9' 10' 2' 10' 7' 12' 0' 1 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' __ Goble Truss Detail Notes J U — - Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' D° 14' 0' 14' 0' 14' 0' wind Load deflect on criterion is L'240, OStandard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0° 14' 0" 14' 0' Provide uplift connections For 35 pit over i 5 P #1 6' 4' 10 6' 10' 10" 12' 4' 2' 10' 14' 0' 14' 0' 4' 0' 14' 0' 14' 0' 14' 0° continuous bearing (5 psF TC Dead Load). #2 6' 1' 10' 4" 10' 8° 12' 2' 12' 8° 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers - #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0° 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. - D r Stud 5' 11° 9' 10' 10' 6' 12' 1' I 12' 7' 14' 0' 14' 0' 14' 0° 14' 0' 14' 0' 14' 0' Standard 5' 9" 8' 8° 9' 3° 11' 7" 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0° 14' 0' Sym r Attach 'L" braces with 10d (0.128'x3.0' min) nods. About jr_ ,�1 Q ih For (l) 'L' brace: spoce nails of 2' o,c. ,Gable Truss � II � in IE' end zones and a' o,c. between zones )anal brace option: / � 31E' hrt c2) 'L' brpces: space Waits lit 3' o.c. tical length may be illi in 18' end zones and 6' ac. between zones. (bled when diagonal 18' S 'L' bracing must be a minimum of 80% of web o is used. Connect L © member length, lanai brace for 335# •L• — II each erd, Max web Brace Gable Vertical Plate Sizes al length is 14'. I II Vertical Length No Splice 2x4 DF-L #2 or � Less than 4' 0' 1#4 or 223 better diagonal — Greater than 4' 0', but 2X4 vertical length shown brace; single i 18` , less than 11' 6° I in table above, or double cut © 410 ('� Greater' than 11' 6' 30 i k 45' Cas shown) at _LL F"1 "-$ + Refer to common truss design for upper end, a 9 9 - u ` peak, splice, and heel plates, ontinuous Bearing _.._ Connect diagonal at I P'p Refer to the Building Designer' For conditions midpoint of vertical web. Refer to chart above for in..- - ' §l i eth. not addressed by this detail. ••WARNING(•• READ AND FOLLOW ALL NOTES ON THIS DRAWING( �w �lr�GINE 0 REP ASCE7-10-GAB12015 ••IMPORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. A Trusses require evtrene care in fabricating, handling, shipping, installing and bracing. Refer to and 83294PE /� follow the latest edition of BCS[ (Building Component Safety Information, by TPI and SBCA) for safety tf1 DATE � practices prior to performing these Functions, Installers shall provide temporary bracing per #CSI. : 10�01�14 noted otherwise, top chord shall hove property attached structural sheathing and bottom chord r� j'� _'"��, n shat have a properly attached rigid ceiling, Locations shown for permanent sterol restraint of webs • DRWG A1R015ENC1 1014 - A shall hove bracing installed per BCS( sections 03, B7 or HIO, as applicable. Apply plates to each face / II -,\ I� of truss and position as shown above and on the Joint Details, unless noted otherwise. 12/05/2017 *Li ' V Refer to drawings 160A-Z for standard plate positions. Alpine, o division of ITW Building Components Droop Inc, shall not be responsible for any deviation From 12 A.RGMN AN ITW COMPANY this drawing, any Failure to build the truss in conformance with ANSI/TPI I, or for handling, shipping, L/'0',JJ' ri installation k bracing of trusses. g' ,C MAX. TOT La 60 P S P A seal an this drawing or cover page listing this drawing, indicates acceptance of professional 4 14.1,14,20o' 0 engineering responsibility solely For the design shown. The suitability and use of this drawing 1338�Lakehallt Drive any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. e$e II jAP o Earth City,MO 63045 For re information see this job's general notes page and these web sites r� AI.PIN, wwwnlnineitw.cnm: TPI: www.tninst.nrn: SBCA: www.shcind,.ctrv.nre, ICC: www.,ccsa Fe.nro MAX. SPACING 24,0r 5 a <D e D e LL For Let--in Verticals Gable Truss Plate Sizes A ISa7u't 4 + Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. Ot l--- 0 OReFer to Engineered truss design for peak, ,------------ \ .--._, splice, web, and heel plates. I \ : + (W)If gable vertical plates overlap, use a II , single plate that covers the total area of \ 2 , 2 44, + the overlapped plates to span the web. A ---\'' vertical 2X4 in , 5 -*- Cli- 'El, _I 9 typ. 1 Toe-r il ExamI --- ple, '''-'-'9"--------. NI P 2X4 C ii 2X8 'T'' Peinforcerient Attachment Detail •T• Reinforcing Reinforcing : il Ferber- 41/1 r- - - TEnd-nail Or • • Member ---k. : n 0 CIO ih. 4111 + To convert from 'L' to '7reinforcing members, multiply 'T' increase by length (based on Provide connections for uplift specified on the engineered truss design, appropriate Alpine gable detail/. Attach each 'T" reinforcing member with End Driven Nails, Maximum allowable "T" reinforced gable vertical ltd Common (0.148'x 31,roin) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T" reinforcing member material must match size, Rigid SheothinToenoiled Nails, specie, and grade of the "L' reinforcing member, g 10d Common (0.1485,3",min) Toenails at 4' o,c, plus \riiek) Length Increase w/ "T° Brace A 4 Noils A ,4) toenails in the top and bottom chords, A 1 Iforcing This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015351014, A12015051014, A11015051014, A10015051014, A14015051014, Example: 'T' Reinf. Mbr, Size Increase 2x4 30 % 2x6 20 ASCE 7-10 Wind Speed = 120 mph 1.30 a 8' 7' = 11' 2' tilsic1307Le=n-g1:: ember AA11135033-50001E:00NN5N cc1cG;1010004:1100,01:11:A;i1D2e0AAA0i213220:000100L:e315350:1EE0dr:NNeoN4cc.twc,iiii 1,0001AL:111000s1:1 104:43:,00,,,AA,5122:10000:013i143m50,0,EEE:NANcD1D0i,1000,03iir_ia00:101414:1f,IAAA1:2426c0,00:03A16350104EpgpONE,E3cD0D010L010,051110010.104414:vertical length, mc,M 1 i rcle;,a i2nr,B wur4R:oc,o€,,LTfl,.1 nHBRcer;i Qgi nech ofet:L=ce,en3rd:to5hici,,,,r,el 0K eoz,vvt:7",,, Goble Noils ,,,,,, 3,Ap pS AAC:E.88poor,731 i c,t e A l p i n e Spoced At Gable Vertical = 2 Vo.c. SP #3 truss 'T" Peinforcing M 4' o.c, A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, ember Size = 2x4 A 4 NAOS A A A Ceiling o PROAz.. 4tdittgED:S>;0 wwWARNINGIw• READ AND FOLLOW ALL NOTES ON THIS DRAWING! la REF LET-IN VERT wwIMPORTANT•w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE . Trusses require extreme core in Fabricating, handling, shipping, Installing and bracing. Refer to and 1110 follow the latest edition of BCCI (Building Component Safety Information, by TPI and SOCA/ for safety 00....7 DATE. 10/01/14 ,-( '' practices prior to performing these Functions. Installers shall provide tenporary bracing per BCS]. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom cher. DRWG GBLLETIN1014 ,. _,--:— -----, , shall hove a properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs 12/05/2017 I shall Once bracing installed per PCS) sections 83, 87 or BIO, as applicable. Apply plates to each face 1 [1_ N ,_,; truss and position as shown above and on the Joint ONU Refer to drawings I60A-Z for standard platDetails, unless noted otherwise, e positions. 10 ttY, ? Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation fro, C AN Divv COMPANY this drawing any Failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, NA X. TEIT, La 60 fl Sr installation & bracing of trosse A seal on this drawing or cover page listing this drawing, indicates acceptance of professional <#.0 0'14,200 ig, en T - . eng ineering responsibility solely for the design shown. The suitability and use of this drawing ao DUR. 2 AC. ANY for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 13389 Lakefront Drive CCC- 7- 10 120 mph, 30' Mean -eight, Closed, =,.<posure C Common WWidential Gable Wd Wind Bracing Requirements - Stif iceners 20 mph, 30f t, Mean Hgt, ASCE 7-10, Enclosed, E Hp 5, or H Less than 4'6" — no stud bracing required 00 mph, 30-rt. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 00 mph, 30F t, Mean Hot, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length (zt = 1,00, Wind TC DL=5,0 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid—height and brace stlrfback to roof diaphragm every 6'0' (see detail below or _ateral chord bracing requirements refer to DRWG A12030ENC101014), -opm Continuous roof sheathing lot Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max; provide a 2x6 stiffback at mid—height and brace 1cc Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or ,or lumber, plates, and other information not shown refer to DRWG A12030ENC101014). )n this detail X Optional 2x L—reinforcement attached Jails 106 box or gun (0,128"x3",min) nails, to stiff back with 10d box or gun (0.128" x 3", min,) nails @ 6" o.c. 1,, HN, A \ — HAH 2Y4 Blocking / nailed to ALIP 45° sheathing and 24' Man T / each truss '1yP) i H F-1.--A_ . . N 1 �i ��_ 1 2/4 DC—L. #3 H/2 or better diagonal brace, Attach each end X 1 for 560#.fr- 1' X I _ ,_ Li continuous Bearing// / // W / /W / — 2x6 #2 Stiff back attached to each _ D PROP ' Stud w/ (4) 106 boor- gun (0,123" X 3", min,) nails, c:,40. 543'i w.WARNINGIwe READ AND FOLLOW ALL NOTES ON THIS DRAWING'•gMPORTANTrr FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. all• REE G E WHALER Trusses require e..tr one care in fabricating, handling, shipping, installing and hracing. Refer to and 47Hogiill DATE 10/01/14 Follow the latest edition of BCS[ (Building Component Safety Information, by TPI and SOCA) For safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS1. V ' ,, unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char, DRWG GABRS 1101014 shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs l shall have bracing installed per PCSI sections H3, B7 or BIB, as applicn bl e. Apply plates to each Face 12/05/2017 1 of truss and position os shown above and on the Joint Sets,l s, unless noted otherwise. Z tLll �_ N E Refer to drawings 160A-Z For standard plate positions. 12/B�/�1�fON AN ITW COMPANY Alpine' a division of ITV Building Components Group Inc. shalt not be responsible for any deviation From 7 `► this arnwing, any failure to build the truss in cont ornonce with ANSI/Tal I, or for handling, shipping, installation A bracing of trusse �G `ZtY74,1�� 0 MAX, T❑T, LD. 60 PSC A seal on this drawing or cover page listing this drawing, indicates acceptance of professional _p.pell Tan w� > engineering responsibility solely for the design shown. The suitability and use of this drawing v�7 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.