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Plans (125) rc\ 1 \ -,wocAk 1 -0AcI .kic' ' KflAcyzi.s.,<3 Gt. REcEly En .- 2 1 ?ci1b MAR - CITY OF BUILDIN.74 4...n , . AREOFW FOR GRAND FIREPLACE ONLY1 1 52' H HGE i rJGE 1- • .. m --4 I..., ODI--r---- onocl--x -- / ,----- -1m -1 .---.cl . / .X •- --w •z• z— oo o I -1 == - °Immo — w • a) m 1-1-1-- r omm m . .. Ml _ XaMZ m T4 \— -Iwo_, CO• 0-I F _ 3'2- ar 1-1 ft .111111111"' ____ CI? i a r " ",.. _ _ ... , _ m x - m mm - m = 7 a - ZMMTI 0 i-i v---. 71-I.J.1 i o _-1_ - 0-ox-1 lar___ Z _ -- 1- oc a ...._______ -mmw ''` m co - -co ' 7-1W1-- m mo z= -- w 1074' - ,n owo wo -a -I -p : - 1 - _ 7:1 X at • m -- - t (1) X3 a= i i al -TR I ..2 M M M ,'M I -- -I I W 3 , fir -- . - m , w . m = Hs' -+-6' 4 35'6" I -5'6" -H co 1 52' 1 ADJUST THE B SPACING SO IT DOES NOT INTERFER WITH THE TOILET HERE Customer: PARR FOREST GROVE Deso. : Rvrslde 2885 Floor Most 0 0 ---• CO ADDRESS: master iiiiriggitIMPI .:- m m CO 0 z Desi9ned by: BILLY BREESE ...... um I- Z CO 0 yr=1:=11.7.1.. s•r Ire!'47.1... 0 (A) •• 2 � Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W6H7175Z2205074316 Truss Fabricator: Truss Components of Oregon Job Identification: 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR Model Code: I RC; Truss Criteria: 1 RC2012/TP I-2007(STD);CUSTOM/TP I-2007(STD) %Ep PROF Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, } Truss Design Loads: Roof - 42 PSF a 1.15 Duration ,AG I N FF O 1. Floor - 57 PSF a 1.00 Duration;57 PSF a 1.15 Duration 0/G 83294PE 'Q Wind - 120 MPH (None-Closed);120 MPH (ASCE 7-10-Closed) Q: Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of 13 -I., .5O record, as defined in ANSI/TPI 1. **egg Tan's 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Rya-1R ..,."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--M1 17338306 12/04/17 16 02352--Z 17338300 12/04/17 17 02353--X 17338299 12/04/17 18 02354--BPX 17338298 12/04/17 19 02355--LG 17338307 12/04/17 20 02356--KG 17338283 12/04/17 21 02357--RT3 17338292 12/04/17 22 02358--RT4 17338309 12/04/17 23 02359--RT6 17338286 12/04/17 24 02360--RT7 17338294 12/04/17 25 02361--RT9 17338297 12/04/17 26 02362--RT10 17338296 12/04/17 27 02363--BP1 17338301 12/04/17 28 02364--BP2 17338303 12/04/17 29 02365-41P3 17338304 12/04/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BGE ) Top chord 4x2 HF #2 :T16 4x2 HF #1&Bet.: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the (I) - plates so marked were sized using 0% Fabrication appropriate span rated glue-nailed wood sheathing. Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. Fasten rated sheathing to one face of this frame. 3X5(**) = W=3X5= 3X5(**) 3X5(*.) 3X5(**) = 3X5(**) --' 3X5(**) 3X5(**)(I) = 3X5(**) - 3X5(**) = T16 0-6-0 1-6-0 j 1 ---1-..) Lt 1-:1a_I 1 1 1-1 1-.1 1:1 1..-.47 I.( 1:1 Ili Iwi Li /nisi U Jk I_l // , J.. i 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**)= W=3X5= 3X5(**) -- 3X5(**) = 3X5(**) 3X5(**) 26-9-4 0-1-8 0-6- 8 -IL- 8-7-12 —I 17-3-12 J 11 26-9-4 Over 2 Supports R=131 PLF W=18-0-0 R=130 PLF W=8-9-4 Note: AlI Plates Are 2X4 Except As Shown. Eo PROfi Design Crit: IRC2012/TPI-2007(STD) R FS ft PLT TYP. Wave FT/RT=10%(0% /4 0 16.01.*,,,2_+.,„d %*" OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of meliusn (503)357-2118 „ice ISH THIS DRAWING TO I 1NO 1 liaTC LL 40.0 PSF 825N 4th Ave,CoTneliusoR9713 • REF R7175- 2337 Trusses require extrema care in fmrlcat lrg,handling. shipping, installing end bracing. heron to erre follow the latest edition of SCsi (Building Component safety tnforwt:on, by TPI are NTCA) for safety practices prior seas1a ,, DL 10.0 PSF DATE 12/04/17 to performing these functions, Installers shall provide temporary bracing per BCS1. Unless noted otherwise, _ tap chord,hall have properly attached structural sheathing and bottom chord shall neve a properly attached BC DL 7,0 PSF rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have breoing Installed per BCS DRW CAUSR7175 17338287 ,4 �� sections 83, 87 or 810. as applicable. Apply plates to each face or trussand position as sheen move and on 12/05/2017 1 aha Joint Beta:la,":lees notal oche wise, gofer ta drawings 160A-Z forstandard plata positions. BC LL 0.0 PSF CA-ENG RTT/RTT Alpha. a ,Ion ITw Illi lding Coupons Ks Croup Int.shell of b.reapmsibi.fo an d.vlatlrn from this OREGON drawing. anyb ilure to build the truss in conformance with ANSI/TPI /, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. /3d4 C TOT.LD. 57.0 PSF SEQN— 34204 w . A al en Wile drawing or cover pegs listing this droving, inchoate*.00apteno.of pror«siensi engineering `. lY 14,20 0 _ responsibility solely for w drp:ishown. The suitability rid we of this drawing for any structure is the 8351 RovanaCnck rrpreibiiity er tde building t.itner per ANSIrnI T sw.2. sell Tar DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these sob sites: ALPINE:www.alpineldn.cow;TPI: www.tpinst.org;WTCA:www,abcinduatry.com; ICC:w .iccsefe.Org Renewal 6/30/2O' SPACING 24.0" J REF- 1 W6H7 1 75222 w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - B ) Top chord 4x2 HF #2 :T2 4x2 HF #1&Bet.: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Negative reaction(s) of -202# MAX. (See below) from a non-wind load appropriate span rated glue-nailed wood sheathing. case requires uplift connection. Max JT VERT DEFL: LL: 0.32" DL: 0.25". See detail DEFLCAMB1014 for Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. �- 22-11-0 1 .25 I-- 2 9-0 .1 30" Typ. W=3X5= f-- I 3X5= 4X8- 3X3= 3X7- T2 4X12= 3X5 1-6-0 �� �"/n �+ / 1 - r 7 9-0-0 1-6�-0 3X7= 3X10= 3X5= 4X12= W=3X5= 4X1= 3X5= 20-1-0 >I< 6-8-4 kc 2-7-8 _1_2-6-12 2-6-121-2-12 L _1_2-6-12 ��2-2-0�� 2-7-8 2-6-12 2-6-12 y� 2-7-8 �e y,e 2-8-4 5-2-4 I 5-1-8 12-2-0 I 2-7-8 1 5-1-8 12-7-8 k_2_1� 2-8-4 Ec 26-9-4 Over 3 Supports >{ R=1061 W=2.5" R=1945 W=3.5" R=2761-202 W=3.75" Note: All Plates Are 2X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 40)PROFF PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.'` T 61154 k. �'�e OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "WARNII101•'READ AID TmtA ALL NOTES ell nils MINI161 REF R7175- 2338 825 N 4th Ave,Cornelius OR 97113 ^IIFORTANF• FURNISH TNIs MARINO to ALL CONTRACTORS INCLUDING TTIE/NSTAtLFN&. jv0 83294PE + i TC LL 40.0 PSF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow /1. the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior •i _i . : DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide teaporary bracing per BCSI. Unless noted otherwise, ,41111Ntop chord w h rd shall have properly etteched structural sheething end bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall hexa breCIng installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17338295 �� �� t sections B3, B7 or 6 s 10, as applicable. Apply plates to amen face of truss and position as shorn show and on OI the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard late positions. 12/05/20 17 ,4 I Alpine, a division of ITV Building Components croup Inc.shall net be responsible for any deviation from this OREGON BC LL 0.0 PSF CA–ENG CWC/CWC drawing, any failure ta f cruild tho truss In conformance with ANSI/TPi ,. or for handling, shipping, a� t TOT.LD. 57.0 PSF SEQN- 11592 AN RW COMR4NY mats g, any A bracing of trusses. �mI A vel en this drawing or cover pegs listing Pale drawing. Indicates seeeptslw of professional ` • p erellasrinp lY 14e YO reaarslblllty solely fpr the design Osman. The suitability me pas of this drawing for any eOLeeRre Is the Tat' 8351 RovanaCirck reapaaibi l Icy of the Building Oeelgnr par aal/Tin 1 fe n•2• s$ • DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more information see this Job's general nos page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.elpinelta.coa;TPI: wee.tpinst.org;WTCA: www.abcindustry.com: ICC: www.lccsafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - D ) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 :B2 4x2 HF #1&Bet.: bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Max JT VERT DEFL: LL: 0.49" DL: 0.34". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Trusses to be spaced at 16.0" OC maximum. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 13-0-0 8.75" 'j- -I- 10-4-8 •{ 30" TYP. l W=3X5 3X10= 3X5= 3X3= 3X5= 3X10= # _ B2 4_9-0-0 3X7= 3X10= 3X5= 3X5= 3X10= 3X7 W=H0312 L 2-7-8 5-2-4 2-6-12 �I� 2-6-12 5-1-8 2-6-12 �c 2-7-8 'I�114I< 2-6-12 5-1-8 2-6-12 4, 2-6-12 5-2-4 2-7-8 lc 24-1-4 Over 2 Supports R=916 W=2.5" R=916 W=3.75" Note: All Plates Are 2X4 Except As Shown. EU PROF Design Crit: IRC2012/TPI-2007(STD) F PLT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 15.02.r�,r.,T.�tioe12 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 "wwiNsl"READ MDFOLIwALL NOTES ONTins oN iiimi REF R7175— 2339 825 N 4th Ave,Cornelius OR 97113 emlNpoRTANre hiNNINl THIS DRAW1N3 To ALL mammas mss INCLUDING»E INSTALLERS. �� , TC LL 40.0 PSF Trusses require extreme care In fabricating,handling, shipping, Installing end bracing. Rorer to end follow arm the latest edition of Bcsl (Bui ming component safety Information,by TPI and Wrcq 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, ,A1114top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17338310 ,4�1 � sections 83, B7 or O, as eppl icabie. Apply plates to each face or truss position as shown above and o) MO, Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 12/05/2017 Alpine, a division of I11V Building components Group Inc.shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to bulla the truss In conformance with ANSI/TPI 1, or for handling,shipping, AN RW COMPANY installation A bracing of trusses. I C TOT.LD. 57.0 PSF SEQN- 11608 ArNei nINI•drawing or cover p.y.listing this droning. Indlcaw acceptance or pron.sim.l engineering ` LY 14,20 0 a solely for t,.monies.Iw.1. The suitability..e we of this drawing for aro structure I.the s$ DUR.FAC. 1.00 FROM BB 8351 RmRw Circle reeponeIbi I Ity of the Building Designer par ANSI/TPI 1 Sao.2. el!Ta" Sacramento,CA 9582e For more information seethis Job's general notes page and these sob sites: I SPACING 16.0" JREF- 1W6H7175Z22 ALPINE,www.alplheiCw.cem;TPI: www.tplret.org; WfCA: www.obcintluatry.cam; ICC:aww.lccsafe.or9 Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrslde 2885 Floor Mast -- master HILLSBORO, OR - I ) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Max JT VERT DEFL: LL: 0.23" DL: 0.22". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. I- 20.125" 7-10-8 -1- 7-10-8 -I 1 30" TYP• 1 2X4 III 3X10= 2X4 III 3X5= 3X5= 2X4 ID 3X10= 2X4I11 1-�-0 // -44644444% 1-� -0 V / +9-0-0 V 3X10= 2X4 III 2X4 III 3X10----= 3X7- 3X7 2-7-8 5-2-4 2-6-12 'l` 2-7-8 "I` 1-9-10 2-7-8 1-9-10 >Iv 2-7-8 2-7-8 "I 2-6-12 5-2-4 2-7-8 Fc 17-5-2 Over 2 Supports R=993 W=3.7511 R=993 so PROp PLT TYP. Wave Design Crit: I RFT RT 1T0%(0%)/4(0) ) 15.02.'0 "I ,IQSN FS Truss Components (503357-2118 WI F� OR/-/1/-J-/R/- Scale =.375"/Ft. po **IMPORTANT.* /HIS ow�i�lx�u Two earmAe isxau°ou�a line INSTALLERS. 83294PE TC LL 40.0 PSF 825N4thAve,ComeliusOR971)13 REF R7175- 2340 Trusses require extrema care In fabricating, handling, shipping, Installing d bracing. Refer to and follow IC the latest edition of SCSI (Building Component Safety Information,by TPI and WTCA) for safety practices prior /'. DL 10.0 PSF DATE 12/04/17 „ to performing these functions. Installers shall provide temporary bracing per SCSI. unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling Locations shown for permanent lateral restraint of web.shall have bracing installed per SCSI [ 1 :C DL 7.0 PSF DRW CAUSR7175 17338290 A��0)� ; sections B3.ai or unless as applicable. Apply plates to wieach face of trussand position paso shown above and on 12J05l2017 the Jtint Betalda, tndeaa netetl otherwise. Referto drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine. a division of ITW Building Components Grog Inc.shall or 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, AA AN W COMPANY Installation A onetime or trusts. SII �L'14,204 ,c0 ITTOT.LD. 57.0 PSF SEQN- 11616 wpap A owl en thin drawing or cover palisting thin drwng i , indicates acceptance Sr professional englfw.rirg reepor.Ibl I icy solely ren the design shown. The s,itabi I ity ane use of this droning for aro,stru tun.le the 4s 8351 Rovana Cirek reeponeibl I iCy of ahs Building Designer p.r.ANSI/TPI T S.s.2. Sell Tao DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more Information see this,lob's general notes page and these web sites: ALPINE:www.alplrmltw.can; TPI: wee.tpinst.org; WrCA:wwv.sbcindnatry.cm; ICC:wwr.imefe.org Renewal 8/3012018 SPACING 24.0" JREF- 1 W6H7 1 7 5Z22 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - J ) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Max JT VERT DEFL: LL: 0.24" DL: 0.23". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. 7-10-8 1- 21.5" �- 7-10-8 -1 30" Typ. 2X4 III 3X10= 2X4 III 3X5= 3X5= 2X4 Ill 3X10= 2X4 III 110 J _ — L 1 l ''' *V1,- ,::.: ' \,,,,.. s-0-0 3X10= 2X4 III 2X4 III 3X10= r 3X7= 3X7= I_ 2-7-8 5-2-4 2 6_12 'I` 2-7-8 1 11-0 'I` p_�_8 I�226 12 5-2-4 2-7-8 k17-6-8 Over 2 Supports T >I R=1000 W=3.75" R=1000 W=1.75" �E,o PROfifi Design Crit: IRC2012/TPI-2007(STD) t, S . PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.O2.' 1 ,,C;SN F�: �e OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 '7ARNINGI"READ AIDFOLIAALL NINES QInos DRAWING! 4 REF R7175- 2341 _ 825N 4th Ave,Cornelius OR 97113 TTINFORTANTmm FLIINII91 THIS DRAWING To ALL CGNINAe CIRS INCLUDING TME INSTALLERS. 83284PE 'p TC LL 40.0 PSF Trusses require extreme SCS re in nS Ce,aaeing,handlSoret ng, shipping, installing and bred ng. Refer and follow A,,.- DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Ie temporary by TPI am WSCA) for safety practices prior ,. to performing these functions. tInstallers shall provide temporary bracing per SCSI. Unless noted otherwise, 1 ,041116/4 top chord shall have properly a tae,ad structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint ore bs shell have bracing installed per SCSI DRW CAUSR7175 17338289 1 1 sections B3. B7 or Bto, as applicable. Apply plates to each race or truss and position as shown above and on 12/05/2017 /�-SP1]N 1 the,Tint Gatal la, nnleaa noted etn.wlaa. Rafe o d swinge,BgA-Z for standard plata positions. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC �1 I Alpine,a division ITN a ilding components Group Inc. shall not be responsible for any deviation from this dnstang.any IF brace th buildtrsee truss in conformance with ANSI/TPI or for handling, shipping, 4110'141,20° Z as TOT.LD. 57.0 PSF SEQN— 11618 AN ITW COMP4F7Y installation b bracing or trusses. `y 141,20 A vel on this drawing or*over paps listing this arming, IndlmW so sptalp of professional malirsering a respensibi l ity solely for the assign shorn. The suitability aha waw of this drawing for any structure Is the a 8351 RovanaCvcle r«pa-ibl i i5,of the Building a.l,.r par ANSI/TPI ,s.e.2. Oen Tar - DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these sob sites: JREF- 1 W6H7 1 7 5222 ALPINE;www.alpineltw.com;TPI: wwe.tplmt.org; ITCH: www.sbcindustry.caa; ICC;www.iccsafe.org Renewal 8/30/2018 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - JGE ) Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud Provide for complete drainage of roof. (**) 1 plate(s) require special positioning. Refer to scaled plate P 9 plot details for special positioning requirements. Fasten rated sheathing to one face of this frame. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. SPECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) Truss must be installed as shown with top chord up. TC - From 124 PLF at 0.00 to 124 PLF at 2.33 BC - From 7 PLF at 0.00 to 7 PLF at 2.33 1.5X3 III 1.5X3 III 1.5X3 III ■_■_■ I -',f 3X5(••)(1) 1 1-6-0 1-6-0 =■ r,i� 3X5- m�rmmmmm�rirm�m�i i—i—i 3X5-= Prr 1.5X3 III 1.5X3 III 1.5X3 III Fc 2-4-0 j 2-2-8 J 2-4-0 Over Continuous Support R=131 PLF W=2-4-0 Design Crit: IRC2012/TPI-2007(STD) E)PROP PLT TYP. Wave FT/RT=10%(0% /4(0 16.01.,j5.. ..ampq `SS OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI"READ MD FOLLOW Ali mons am nos DRAMISI 825 N 4thAve,Cornelius OR 97113 "" T�'�T" A""9'TM's DRAWING TO Am CONDUCTORS Ima�■Imo THE INSTALLERS. �(J' �� TC LL 40.0 PSF REF R7175— 2342 Trusses require extreme c in fabricating,handling, shipping, installing and bracing. Refer to and follow 83284PE the latest edition of SCSI care Corr�nent Safety Information, by TPI and NTCA) for safety practices prior cow 0,,. J DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide tenporary bracing par SCSI. unless noted otherwise, mop chord shall have properly atinched structural sheathing and bottom chord shell have a properly attached rigid ceiling_ Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338291 ,4 r �� settlors 83. BT or Bta, es applicable. Apply places m each rams of ours dna position as shorn above end on 12/05/20 17 II O the Joint Details,unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/PTT Alpine, a division of ITN Building components group Inc. shall not be responsible for any deviation from this OREGON drawing. any failure to build the truss In conformance with ANSI/TPI 1, or far handling, shipping. AN ITW COMPANY installation A bracing of trusses. j! TOT.LD. 57.0 PSF SEQN— 102955 A eool on this droving or saver page lifting title drwing. Indigene.00.pc.nes or prefeslonel engineering 4 �L 14,2 6 0 a raeponelei i Ib selHy for the Orion thorn, The suitability one to.of this drawing for.sty structure I•the Y G DUR.FAC. 1 .00 FROM BB .•.p«rlelllb of the Building Dwlgnr per ANSI/TPI 1 s.n.:. $@'t Tao 8351 Roma CircleS Saaamenm,CA95828 For more information sae this Job's general notes gaga dna thane mob:lies: SPACING 24.O' JREF- 1W6H7175Z22 ALPINE:www.alpl nal rer.cam; TPI: wew.tplrlst.org;gTCA:www.sbcinausiry.can; ICC: www.iccsefa.org Rnrmsae0l Rl211/91111 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - AGE ) Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 5 plate(s) require special positioning. Refer to Bottom chord checked for 10.00 psf non-concurrent bottom chord live scaled plate plot details for special positioning requirements. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. 1-6-0 1-6-0 --1 I I 11 f _1 1_ 1 l �J I — //// /// // �s 0 D 2X4 3X5(**) = 3X5(*31(5(**)= 3X5(**) = 3X5(**) = 2X4= k 8-1-0 0-1-8 1L_ 7-11-8 _I F8-1-0 Over Continuous Support R=131 PLF W=8-1-0 Note: All Plates Are 1.5X3 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) A � p PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.'$ "f • `cpj. •1 OR/-/1/-/-/R/- Scale =.5"/Ft. — Truss Components of Oregon (503)357-2118 **WND**WARNING!**READ AFOLLOW ALL mons ow*HIS CLUING! l— �� 2 TC LL 40.0 PSF REF R7175- 2343 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DIMING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, ;tl� �/ 83294PE Trusses require sof 8CS care In ng Cmpo en, Safety Information,orlation, IystaIlind ane) foins, etyar oo ane fplior I �, • 4 DL 1 0.0 PSF DATE 1 2/04/1 7 tna Iaceec eel tion or BCS! (Rollaiet�Ilrvnsho Safety etentoarby TPI and RICA) for safety practices prior J to performing these functlans, tache lersshall provide temporary bracing per SCSI. Unless noted otherwise, top chore shall have properly attached structural eheathing end bottom chore shall have a properly attached rigid ceiling. Locations shown for permanenclateral restraint of webs shall have bracing installed per De BC DL 7.0 PSF DRW CAUSR7175 17338288 ,4 �0�� settians 83. 87 or 810, as applicable. Apply plates to each face of trussand position as shorn above end an the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. 12/05/2017 BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITN Building Components Group Inc, shall not be responsible far any deviation from this OREGON drawing. any failure to build the truss In conformance with ANSI/TPI 1, or far handling, shipping, AN ITW COMPANY Intal IetIon A bracing of trusses. aI{1) j'+ TOT.LD. 57.0 PSF SEQN- 24802 . A .i an thuOwing wing er WNW page listing this droning. Indicates eeeept ee or preresaiena #l engineering bV .14,24G _ responsibility solely for the design shown. Thee suitability ale use or this droning for any structure Is the �� * 8351 RovanaCircIc reepeeibll Ity or the Building Deslgn.r per ANSI/TI. 1 Ses.2. S38't Thr DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: ALPINE www.aipinbl4v.cum; TPI: www.tpimww t.org;WfCA: w.sbcinaustry.can; ICC: wewJccsafe.org rrnhseh.LRlaarondH SPACING 24.0" JREF- 1W6H7175Z22 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - A ) Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. r30" Typ. 3X5= 1.5X3 III 3X5E--- 1 .5X3 III 1 .5X3 III 1-6-0 - -1011111111 - 11111111 - 1-6-0 4_9-0-0 3X5= 3X3= 1 .5X3 III 3X jjr 2-6-12 2-6-12 2 8 2-7-8 0 12 f 5-2-4 '�'�` 2-8-4 l8-1-0 Over 2 Supports R=461 R=461 W=2.5" Design Crit: IRC2012/TPI-2007(STD) O PROFS PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.;/!144',101,141101%, c� _�3 OR/-/1/-/-/R/- Scale =.5"/Ft. •"�ARNINGI••ma)AND mum ALL NOTES ON THIS DRAWING! • Truss Components of meliusn (503)357-2118 •,1 ,• FURNISH THIS awlNG To W.CONTRACTORS INCLUDING THE INSTALLERS. •i/� TC LL 40.0 PSF REF R7175- 2344 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme care In fabricating, handling,nI shipping, installing d and bixins. Refer to and follow SC DL 10.0 PSF DATE 12/04/17 the latest edition functions.Oct! nltl st ComponentSha Saprov Iefte.po er by cape NfCSI for essty teother is, ./ to performing tl av l (ached structur provide ng and bracing dar all a Unless notederotherwise, ropig chord shall Locations pons she attached pd ser mural lateral sheathing tr ofteeb chord shell have n pro perly attached BC DL 7.0 PSF rigid ceiling. or B1 , e shown for e. Apply lateral o each of f truss shall have bixins ihstel bo per ec DRW CAUSR7175 17338302 ���`Q sections B3, B]or B10, es applicable. Apply places Co eecM1 coca or tru and position as shown above end on J the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 12/05/2017 BC LL 0.0 PSF CA—ENG CWC/CWC Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure go bund Hes truss in conformance with ANSI/TPI 1, or for handling, shipping, 0 TOT.LD. 57.0 PSF SEQN— 112564 AN RTW COMPANY installation s bracing or creases. �.y� ,p . Arai on tees armee*er ower pep.listing this brewing. Indi.t.aeoept.lae or pror0esionel engineering �/_ VLI O responsibility solely for the design Moen. The suitability and use er thio drawing for any structure le the V 14.2 ♦ 8351 Rava,uCircle reeperrlbl l ity er the.Building g.agnsr per ANSI/Tpl T S.e.2. S$8"Tao e♦ DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: ALPINE:www.elphnehtw.com;TN, www.tphret.frg;NrCA: www.sbeindustry.cOm: ICC: aww.Iccsafe.frg SPACING 24.0" JREF- 1 W6H7 1 7 5222 Rens.na sl RfA/119lMR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - E ) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live appropriate span rated glue-nailed wood sheathing. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. F 7-10-8 -r"-1- 7-10-8 H 30" Typ, I 3X3—= 2X4 III 3X10= 2X4 IN 3X3= 2X4 III 3X10= 2X4 III 1-6-0 � _ 1-6-0 M/ +9-0-0 3X7= 3X10= 2X4 III 3X10= 2X4 III 3X7 2-7-8j_ 2-6-12 2-7-8 $j. 2-7-8 2-6-12 _I_ 2-7-8 5-2-4 2-7-8 "8 I- 2-7-8 4( 5-2-4 y 7 I.z 16-3-0 Over 2 Supports R=926 R=926 W=2.5" �E p PRop Design Crit: IRC2012/TPI-2007(STD) , . S PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.oe51 4ft( M1F_ ► r:a OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "rARNINGI"READ unFOLLOW AU.mons oNrum owner C LL 40.0 PSF REF R7175- 2345 _ 825 N 4th Ave,Cornelius OR 97113 "ITAN � � *T � MIS 10 ALL INCLUDING INE ImsTAUEas. Trusses require extreme care In fabricating,handling, shipping, Installing e1M bracing. Refer to and follow er.,...miiiiimviT the latest edition of SCSI (Building Component Safety Information, by TPI are WrCA) for safety practices prior IL 10.0 PSF DATE 12/04/17 to performing Lhasa functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, ialli p chord shall have properly attached structural sheathing end bottom chord shall haws a properly attached rigid ceiling. Locations ahcwn for permanent Peterel rostrelnt of webs shall have bracing installed per SCSI 12/05/2017 C DL 7.0 PSF DRW CAUSR7175 17338305 1I�1' s actions B3, B7 or 1310, as applicable. Apply pieces to each face of truss end position as shown above and on G A 'I O 1�^ a the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plata positions. 111 ! ' `V' Alpine, a division of ITW Building Components croup Inc.shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC dressing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, .�r� AN RWCOMMNV Installation a bracing of trusses, r4 'ZLru,20 4 t• TOT.LD. 57.0 PSF SEQN- 11594 armor. I an this growing or aar page listing this drawing, Indicate*aeCgtmla.or pror osional engineering „. r.eppralbl l lq Podesign r the 50.lr . The.ultebl l icy am see Or this drawing ran any structure loth* S V '��a! DUR.FAC. 1.00 FROM BB 8351 Rovwia Circle responsibility of the Building Designer per ANSI/TPI 1 S.o.2. *eao Sacramento.CA 95828 Far more tw.co information sea this st.o general notes pogo and thawe web mita,: SPACING 24.0" J REF- 1 W6H7 1 7 5Z22 ALPINE:www.alpirwitw.cpm;TPI: ww.tpimt.org; MICA: www.sbcintlustry.com; ICC: wmmr.iccsafe.org Renewal 6/30/2018 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - G) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live load appropriate span rated glue-nailed wood sheathing. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Asymmetric truss design-Do not install end-for-end. f- 30" Typ. _1 2X4 III W=3X5 2X4 III 3X5= 2X4 III 3X5= 2X4 III 3X7- 2X4 III 3X3= 3X5- 2X4 III 1T0 J � �� �. L 1-1 0 900 3X3= W=3X5= 1 3X7= 3X3= 3X5= 3XE= 3X5-- 3X10 L< 10-0-4 >i< 13-0-0 5-2-4 4-7-12 5-1-8 2-7-8 5-2-4 E23-0-4 Over 3 Supports >. R=493 W=3.75" R=1592 W=3.5" R=642 iso PROpF Design Crit: IRC2012/TPI-2007(STD) q�lr SS, PLT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .1) If!,06N F �O OR/-/1/-/-/R/- Scale =.35"/Ft. ey........ iiiawv, 'WARNINGI••READ no coup,ALL NOTES ON THIS BRMI1NGI Truss N4th Ave,s of milium 9711 57-2118 ••IIBIBRTANT•• FURNISH MIS CRAVING TO ALL=mamma INCLUDING 11E INSTALLERS. TC LL 40.0 PSF REF R7175- 2346 — 825 N sill AveCornelius OR 97113 Trusses require ears•e care in ng Component handling, shipping, installllq and bracing. Ruler to and follow 10.0 PSF DATE 12/05/17 the latest edition of BCSI (Building Component Safety Ieteegltlon,by TPI and RICA) for safety Practices prior �' IL to performing these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, Cop chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown for permanentlateral restraint of cabs shall have bracing installed per BCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17339011 sAil ,��3U N[ the[loin B3, B7ai or as applicable.r. Apply fercto to each fico of cru and rd plate ps stow show end ton his L J G 1 the Joint Gitonin unless ofIT opted otherwise.Compo Refer to drawingsc. sha,bno_Z a forstandardPlace any deviation OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT Alpha, a division failure of ITN Building Components Group Inc. shall not be responsible for erry dppia<lan fro this dnsce any&b ace go f ildtru she truss in conformance with ANSI/1P1 ,, or for hurdling, shipping. l L 00 = TOT.LD.LD. 57.0 PSF AN ITW COMPANY installation A brach of trusses. � LY•I4w 4 0 SEQN- 154038 . A seal an Nle drwing or cover page listing this drwlag, Indicates a¢grain.of prenativei engineering S responsibility solely far the Malan shown. The sultebillty end mea ordrawingtrna this drawing far any apife Is the 8351 RovanaCirck reepllibl l lb of the Building Dealgmr par ANSI/TPI 1 See.2. �e81 Tar DUR.FAC. 1 .00 FROM Bresresponsibility Sacramento,CA 95828 Far more information pee this Job's general notes Page and=boas mob sites: Renewal 6/802018 SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:ww.alpineitw.con;TPI: ww.tplmt.org:WTCA: ww.sbcind,s<ry.com; ICC: ww.lccsafe.org a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - H ) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live appropriate span rated glue-nailed wood sheathing. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. F- 7-10-8 4.5' 5-3-0 -I 30" Typ. 1 .5X3 III 1.5X3 III 3X7= 1 .5X3 III 3X3= 3X7= 1.5X3 III iir.01.111.1-6-0 1-6-0 ligij _ [ NMI .- 9-0-0 i o 3X7- 1.5X3 III - 3X5= 3X5= 3X5= 2-7-8 —1-, 2-6-12 2-7-82-6-12 _I_ 2-7-8 5-2-4 2-7-8 'l 5-2-4 1< 13-6-0 Over 2 Supports R=769 W=1.75" R=769 W=1.75" °E,p PROp� Design Crit: IRC2012/TPI-2007(STD) �� S TrPuss Components TYPnantsoPOregon (503357-2118 ave FT/RT=10%(0%)/4(0) 15.02.0 �.GANE'. 0. OR/-/1/-/-/R/- Scale =.5"/Ft. _ •wARNINGI..READ AND FOLLOW ALL NOTES ON TN1s DRAWING! ''' REF R7175- 2347 ppoo ••IIiORTANT•• FURNISH THIS MARINO TO ALL CONTRACTORS INauDIND THE INSTALLERS. A s3294PE TC LL 40.0 PSF 825N4thAve,ComeliusOR97 13 Trusses require ea a In fabricating, handling, she n aG „we," the latest edition of SCSI (Building Component Sotos InformeCl""orrii, TPI!and W1CAbrfornsafetyar to and follow Safety by , y practices prior IL 10.0 PSF DATE 12/04/17 to performing these rproperly attach. ers structur provide temorng and ry bratom chord per all Unless noted otherwise, - 01111164, top chord shell have properly a tarhed structural sheathing antl boCCom CMrd shall have a properly attached rigid ceiling. Locations shown or permanent lateral restraint of webs shall have bracing Instal letl per ens, 12/05/2017 :C DL 7.0 PSF DRW CAUSR7l75 17338308 A LFE1 N the oin BD, B7ai s. ani on applicable.other !poly fercto to drawings (eco of for and peal tion as show/above and on J/L the went Details, unless noted otherwise.Components talo to Inc. ha ibno_Z forard plata any de positions. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a y failure or ITN Building ng truss con Groep Inc. shall not be responsible for erry shipping, from this drawing, any fellura to build the truss in conformance with ANSI/TF1 1, or for handling. shepperg, Q� AN ITW COMPANY Instaeletlon&bracing of trusses. JAI wty 14,zoo' m TOT.LD. 57.0 PSF SEQN- 11711 A art on Nle arming or cower page listing this erasing, Indicates acceptance of profateiotsl engineering e, r.aIt respo sib111b solely for the design shoal. The suitability and use of this drwing fer any•VVotllre Is the Ss t 8351 Rovana Circle esrr ibility of the building Ie.ignpM I/TPl 1 saga. ell Tar CUR.FAC. 1 .00 FROM BB Sacramento.CA 95828 For mora Information Rea thisg.nerel notes page and tnate web sires: Renewal 6130/20/8 SPACING 24.0" J REF- 1 W6H7 1 7 5222 ALPINE:www.alp!nal Fr.ctln;TPI: www.tpinstsC.o.org;WTCA: www.sbclndusCry.can; ICC:www.l<csale.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - HGE ) Top chord 4x2 HF #2 :T16 4x2 HF #1&Bet.: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the (I) - plates so marked were sized using 0% Fabrication appropriate span rated glue-nailed wood sheathing. Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 17 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. W=3X5= 116 4 1-6-0 1-6-0 I_I U J;1 1.1 1•I 1,1 G 1e1 ):1 rJ 1---1 1.1 1 I 1J L_�7 9-0-0 3X **) =-= 3X * ) — 3 (* ) = 3 (* )= 3X ( *) — 3X5( * — W=3X5= 5(.* — 3X5("*) =- 3X5(**) 3X5(**) 3X5(**)(I) = 3X5(**) - 3X5(**) = 3X5(**)= 3X5(**) = 3X5(**)- 3X5(**)am 3X5(**) 23-5-12 0--8 18-7-12 °I� �8 14-0-4 ,J 1 23-5-12 Over 2 Supports >1 R=131 PLF W=18-0-0 R=81 PLF W=8-9-4 Note: All Plates Are 2X4 Except As Shown. ©PROF Design Crit: IRC2012/TPI-2007(STD) 4 its F PLT TYP. Wave FT/RT=10%(0%)/4(0) 16.01.f..11,AAj 111%\ 4i OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 **VARNINGt**Kw AND FOLLOW ALL NOTES on THIS mR/EIIATI (y la TCLL 40.0 PSF REF R7175- 2348 825 N 4th Ave,Cornelius OR 97113 ••II.ONTANT•• FURNISH THIS MOM TO ALL CONISAOTORS INCLUDING THE INSTALLERS. Trusses require extremere in fabricating, handling, shipping, Installing and bracing. Refer to and followmia /. DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Coment Safety Infar.etlnn, by TPI and WTCA) for safety practices prior to performing these function. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, ,041116 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 lateral5.11 restraint of grabs s11 haw bracing installed per BC �/ DRW CAUSR7175 17338284 B10," sections 83, B7 or as noted is. Refer plates drawings for standard face ssand position a �w*Mon o12 05/201^I A �LF,�N the Joint Details,Alpine,a responsible of ITN Building Components Group Inc. shall net be resposible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT drawing, n b aceconformance with ANSI/TPI ,, or-for shipping,handling, 10 ,C TOT.L0. 57.0 PSF SEQN- 102959 AN RW COMA4NV installation A bracing a -acing orf the the trema, in trusses. A vel an this drwing or cover page listing this drawing, Indicates.aw.Pteaee of prororlanl engineering (1v C a responsibility misty for the design.Iv,. The suitability erne use of this drawing for any structure Is the 14' 8351 RovmiaCirck ..,�-iblllq at the Building Designer per ANSI/WI 1 sea.2. Smelt Tar t DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" J REF- 1 W6H7 1 75222 ALPINE:wwa.alplrei ave cam; TPI: www.tpinst.org WI-CA: www.sbcindustry.cam; ICC: www.iccaafa.org Renewal 8130120,18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - F ) Top chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Bot chord 4x2 HF #2 load applied per IRC-12 section 301.5. Webs 4x2 DF-L Std/Stud Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. F 2-9-0 1� 11" + 2-9-0 H F30" Typ. 1.5X3III 3X3= 3X3= 1 .5X3III 1-6-0 1-6-0 i 9-0-0 r 1.5X3 III 3X3 3X3= 1 .5X3 III 2-8-4 �I`1-0-8 2-7-8 2-8-4 12 8 42 1 6-5-0 Over 2 Supports R=366 W=2.5" R=366 Design Crit: IRC2012/TPI-2007(STD) QPROfifi PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.11. .E�,4_!1j.1r� ✓6A1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!**NERD AIM FOLLOW oA mom Au.NOTES ON mos la 825 N 4th Ave,Gemellus OR 97113 ••o1NORTANT`• FURNISH IRIS RANTING ALL CONTRACTORS INCLUDING 116 INSTALLERS. TC LL 40.0 PSF REF R7175- 2349 ,nates rewire extrema fabricating, Sanely g,Information, p. Installing bracing. gayer tc end rellaw r DL 1 0.0 PSF DATE 12/04/17 the latest ng thes sef functions, (Buy(Building r Installers sha Safety lefteepoia- by TPI aptl OCSI for safety ted practices is , _ to performing ha tMav iprop rly e sty Mall provide temporary bracing per all unless properly otherwise, tip chord shall have properly attached forpe structural rel restraint and bottom chord shal shall have a properly d per BC BC DL 7.0 PSF 641164 rigid caning. Locations whoa„for permanent lateral resiral nt of webs Man have braking installed per 8C DRW CAUSR7175 17338285 wil A�P3I]N SeCtInIs cin 83. ai or 8,l as applicable. Apply places to each fee cru and position as shown above arid en y1/OC/to�7 ' the Joint Details. unless noted Buil Building talar to Inc.drawingsha 160A-Z a forstandardplate positions. 1LJ 5 / BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a y failure or Ibu kill Itll ng usmlxin ntscon crap Inc. shall n be responsible baa ror any shipping. from this OREGON drawing, any 8,brace to f tru the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY inatanatipn 8,bracing or tress... /11TOT.LD. 57.0 PSF SEQN- 350844 A owl en this drawing or*over pp.Meting tin. or4 drawing, Indlo .acceptance of prey loe.l.nglneering 4VLY 14, e 20 • re.pasl.l l lty.el.ly ler tl.Orlonl SWAM. Thr WILtlI I lty ane w er MIS erwp lror.rgr structurestructureI.til. DUR.FAC. 1 .00 FROM BB r..pplelbl l lty of the building o..lgnr per AIL41/,►1 ,sw.2. ell Tar 8351 Rovana Cvcka51' Sacramenho.CA 95828 biinformation rcotTwthis general s page and these web ele SPACING 24.OrJREF- 1W6H7175Z22ALPINE:wwwalPrmioPI wwe tpin.t.erg;tTCA:eww.sbcirMusity.cdn; ICC:s .icesefa.erg Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - M ) Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live Special loads load applied per IRC-12 section 301.5. (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 3.52 Deflection meets L/480 live and L/360 total load. Creep increase BC- From 14 plf at 0.00 to 14 plf at 3.52 factor for dead load is 1.50. TC- -365.00 lb Conc. Load at 1.69 Truss must be installed as shown with top chord up. 2-9-0 _7.70-1-8 II f30" Typ• I 1 .5X3 III 1.5X3 III 3X3 1 — t 1-6-0 1-6-0 XI 1 .) +9-0-0 3X3—= 1.5X3 III 1 .5X3 III o"-12 2-7-8 _L_9t40^12 1k2 2-8-4 +9"40]J2 3-6-4 Over 2 Supports R=95 R=95 Design Crit: I RC2012/TPI-2007(STD) ��'ED PROp�4 PLT TYP. Wave FT/RT=10%(0% /4(0 16.01.► `.( 'IN �4 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ..INFORTANT.*'MARRING!**MIS DRAWING TOALLA i INaNous ox rum°Uwua THE INSTALLERS. 4/,'Ilr,.....;:';11;;;Iltillgr,111TC LL 40.0 PSF825N4thAve,CorneliusOR97113 ` REF R7175— 2350Trusses require extreme c re In fabricating, handling, shipping. Installing and bracing. Refer to Mtl follow the latest edition of SCSI (Building Component Safety Information.by TPI end WTCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 to performing these functions. t Installers shall provide temporary bracing per SCSI. Unless noted otherwise, (� top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached ,�C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of wand shall have brewing Installed per SCSI DRW CAUSR7175 17338293 Ali �0�� i sections 83. 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on 12/05/2017 II NI , ; the Joint.:tails. un l eaa noted otlerwlsa. Rafar to drawings 160A_Z fortondafd Plata poaiti pea /� BC LL 0.0 PSF CA-ENG PBC/RTT I AIPI nen a clivi sl on of ITW B,I ldi ng Capments Groip Inc.steal l be reaponsibl•for airy deviation frnxn this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses. fyty 1;,20� C TOT.LD. 57.0 PSF SEQN— 39505 A noel an this droving er cover page listing this droving. Indicates.ss n no.er Pfefeesio HI engineer) 4 rampa.remporrini i iq�'r oft Bui I Building the design per ANSI/TPI 1 3.e 2.�use or this drawing for any structure Is engineering 9)$ !,� DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle @ l!Tao Sacramento.CA95R2R For more Information sae this general notes Page and these sen alta,: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alpineltw.com;TPI: awe.tpinst.org: WTCA:www.sbcindustry.cam; ICC:www.iccsefe.org Renewal 8/30/2018 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - M1 ) Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 4 plate(s) require special positioning. Refer to Bottom chord checked for 10.00 psf non-concurrent bottom chord live scaled plate plot details for special positioning requirements. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. 14.5" 14.5" 17.20-1-8 7.20 8 - - - - 1 1-6-0 1-6-0 I 1 I I I I _ +9-0-0 ' 3X3(**) ----- 3X5(**) 3X5(**) ,- 3X3(**) -1-4-12- -1-4-0—+9"8 0-1-8 -Uv- 3-4-12 J F3-6-4 Over 2 Supports R=201 R=201 Note: All Plates Are 1.5X3 Except As Shown. EO PROP Design Crit: IRC2012/TPI-2007(STD) 014 "4* PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.' _1( ells/ ' a ' OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "MARRING!"!FAD AID FOUL,ALL NOTES ad nos DRONING! 4 TC LL 40.0 PSF REF R7175- 2351 825 N 4th Ave,Comelius OR 97113 "IraT" FURNISH MS WAVING To^ CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme ad'BCS c In fabricating,handling, oration. installing antl bracing. Refer ac and fpliow DL 10.0 PSF DATE 12/04/17 the latest edition of BCS! nee Inngstallers Component she Sefetypron Ie temporary on,by TPI and WTCA) for safety a practices prior ,/��_ to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint dr webs shall have bracing installed per BCSI 12/05/2017 DRW CAUSR7175 17338306 A- , sections B3, B7 or Bia, as appi feeble, Apply places Co each rete of truss and position as shown above and on I U N 1 the Joint Details,unless nnrsd otherwise. Refer to drawinga i6oA-Z forsstandard plata paalilnns. BC LL 0.0 PSF CA-ENG CWC/CWC _1 L� drawing. a any failure of ITw Building ens in Group Inc, shall n be responsible for awry IppinglPn frau this OREGON drawing. failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN rrW COMPANY Inst.11ation A bracing or trusses. V'/ �ds TOT.LD. 57.0 PSF SEN— 24813 A....1 on this drawing or.ewer peg.I lating W s drawing. Indicates acceptance nn ptance of prof. lea.l engineering (I fY 94,2 tSEo QN- I Icy solely Ter NO drglial. The glThr suitabi 1 ity a-um or title cheering for any structure is the 8351 Rovana Circle r..p.nelellIq of the Se o.2.Designer per ANSI/7P1 1 s .2. se/1 Tar'. DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: J RE F- 1 W6H7 1 7 5222 ALPINE:asmeaipIneita.com;TPI:vew.tpinsc.org;WITH: wwe.sbclndustry.com; ICC: www.iccsars.org Renewal 6/30J2018 SPACING 24.0" A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - Z ) Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 3 plate(s) require special positioning. Refer to scaled Bottom chord checked for 10.00 psf non-concurrent bottom chord live plate plot details for special positioning requirements. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. 3X5(**) = 3X5(**) 1-6-0 I_____________ I-1,.' 1-6 0 ■'ice�iMiMiEi�■ MMEMMMUMO MMEMMEME i-i-1i-i-i 2X4-- 3X5(**) --- 2X4 -- k 5-5-14 0-1-8 1L 5-4-6 J —5-5-14 Over Continuous Support R=131 PLF W=5-5-14 Note: All Plates Are 1.5X3 Except As Shown. PROF Design Crit: 1RC2012/TPI-2007(STD) 1Q,��� FS PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.Pg! 1 4( cfN • s • OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "■AR FURNISH READ AND FO TO ALL NOTES TO TNI&L■INN Or! ITCLL 40.0 PSF REF R7175- 2352 825N 4th Ave,Cornelius OR 97113 "I FlgBi19I 1NIs dwINB m ALL CggrNAelDRs Illell■IIIg 1IE INSTALLERS. Trusses require extrema c re in fabricating,handling,shipping. Installing d bracing. Refer to and follow /'" DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Informed on, by TPI are PTCA) for safety practices prior T,• to performing these functions. Installers shall provide temporary bracing par BCS1. Unless noted otherwise, top chord shall have properly attached structural sheethirg end bottom chord shall hew a properly attached .:C DL 7.0 PSF rigid ceiling. Locations sham for permanent lateral restraint of webs shell have bracing Installed per BCSI DRW CAUSR7175 17338300 1 sections B3, Bi or B10, as eppllcabie. Apply plates to each face of truss are position as sham above and on 12/05/2017 1�1 I cne dol nc Od i a,unlade noted atlnnni ae. Rarer to Z-7.':::1 rawl nga 1fi0a-z roes standard plata poald oma. BC LL 0.0 PSF CA-ENG PBC/CWC A —1J N I 1 Alpine. a division of ITR Building Crnpments Group Inc sMli not be respo Bible fw eery deviation from this OREGON dressing. any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN rTW COMPANY installation&bracing of trusses. 4/014,2■e TOT.LD. 57.0 PSF SEQN- 26319 an . A Mei an this drawing or Gower pegs listing this drawing. Indicates&seaple•of professional engineering 4e e0 reepasibliIcy solely for the design Mom. Tho suitability ala use of this drawing for any atrlwtura Is the t� 8351 RovanaCircic rtlpenslbIllty of treeluildirg Designer per ANSI/TPI 1 SM.2. Sen!Tar•<. Mom. DUR.FAC. 1.00 FROM BB Sacramento.CA 95828 For more information see this Jobs general notes page and these web sites: SPACING NG 24.011 JREF-F- 1 W6H7 1 75222 ALPINE:www.alpinalms.com;TPI: www.tpinst.org;RTCA: www.sbcindustry.com; ICC: waw.iccsefe.org Renewal 6/30120 - * THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - X ) Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Truss must be installed as shown with top chord up. Fasten rated sheathing to one face of this frame. 19.25" 0-1-8 11 1 .5X3 III 1 .5X3 III o•mmilmommmmmmi•s 1 1-6-0 I 1-6-0 2X4= :9 2X4= i M 9-0-0 r 1 .5X3 III 1 .5X3 III k---1-10-4--->i 0-1-8 AI, 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) tGEr;E�PRo, . Oft PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.'(.f1 G1lt4 e'4, I OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ”11ARNIN0Iea READ PIM FOLLOW ALL NOTES on THIS awINBI C9 !� 2{ TC LL 40.0 PSF REF R7175- 2353 825 N 4th Ave,Cornelius OR 97113 ''IMPORTANT•• FURNISH THIS OpIRINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. [(/ 83294PE Tresses require extreme C in fabricating, SfetyInformation, handling, shipping, instatiind Md bracing. Rarer to and fella ior �.. - DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI aBel In fa ricatnant Safety Intermed On,by TPI and end aforci safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, Cop chord shall have properly attached structural sheathing end bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have bracing instal lad per SCSI 12/05/2017 DRW CAUSR7175 17338299 A ��N a sections B3, 87 or 810, as applicable. Apply plates to each face of trussand position as sheen above and on ' the Joint Retails, unless i noted Buil Building Components tt hr to drawingsinc. 168A-Z a forstandardplate any deviation BC LL 0.0 PSF CA—ENG PBC/CWC Al-___,J- 1] Piro, a y failure of ITR Bd th ng truss necon conformance Inc.shall not be responsible hall for artliatlon from this OREGON drawing, any•allure go build the truss in conformance with ANSI/TPI 1, or for handling, shipping. a� AN RW COMPANY Installation b bracing Of tYUSSOS. /3 .Z oo 1a TOT.LD, 57.0 PSF SEQN— 26315 . A. en this drrlisting't lSr cover pe listing eroalrp, Indicates.eeaptare.of pror..elarl eralra.rlag G LY d4,YD V MI _ r�h.Ibl I Iq o I•thhe Sul Wing for Melon par ANSI/TPIsuitability t Ill Ie 2.�'�of this dfe.lag for ay structure I.the {1r at . DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle *sell Ta Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF— 1W6H7175222 ALPINE:wwe.alpineitw.con; TPI: wei.hpinst.org; 'NTCA: w.w.sbcindustry.cee: ICC: owe.iccsafe.erg Renewal 6/3012018 s THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrslde 2885 Floor Mast -- master HILLSBORO, OR - BPX ) Top chord 4x2 HF #1&Bet. Deflection estimate assumes composite action with single layer of the Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L #2 :W2, W3 4x2 DF-L Std/Stud: Negative reaction(s) of -401# MAX. (See below) from a non-wind load Bottom chord checked for 10.00 psf non-concurrent bottom chord live case requires uplift connection. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections Fasten rated sheathing to one face of this frame. to be designed by the building designer. 3.75" 7" 3.0-1-8 h 1 ff 2X4 III 1.5X3 III 1.5X3 III 2X4 III - L J - ' 1-6-0 W2 W3 1-6-0 li k r 1 +9-0-0 V 1.5X3 III 2X4111 2X4 III 1.5X3 III 0115„4y8„8f5,1µ rf 1-6-6 Over 2 Supports R=46/-379 R=46/-401 Design Crit: 1 RC2012/TPI-2007(STD) ,(�E=ED PREF” PLT TYP. Wave FT/RT=10% 0% /4(0 16.01.►/„. j _ ;, _ .,e OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!**READ AND FOLLOW ALL NOTES ON THIS DRADNSI REF R7175- 2354 _ 825 N 4th Ave,Comelius OR 97113 " THE INWORTANTee FURN191 THIS DRAWING To ALL CONTRACTORS UNCLOSING E INSTALLERS. TC LL 40.0 PSF Trusses require extreme c re In ng Component SfetyI handling, shipping, Installing are bracing. etfar to and fellow �+J� DL 10.0 PSF DATE 12/04/17 e latest edition functions.ctI nsInst Goers she Saprov Ieltempo ar, by cin ere WTCSfor lessty tedcoher is, III”' 1A to performing thhaev proplyInstaller shall provide temporary bracing per SCSI.llUnless pnotedroperly attach de, - 04111164 top rigid cei shall Lova propria l for structural ral relra)ane bottom crore shall brae a properly d pecrlea BC DL 7,0 PSF cti nsulnp. orLocations shown far permanent. Apply lacteal o each nc a of truss shall root tibracing installed nee par BCoI DRW CAUSR7175 17336298 ,4�� `�� sections 83. 87 or 670, as applicable. Apply plates to each face of Fru and position as above and W 12/05/2017 o H the Joint Details, uof 11 natio°Itng lave. Befe 7.7.'".:,',6„ 1::: nawinga,6no_Z a respnsibl fait dont. BC LL 0.0 PSF CA-ENG PBC/RTT I drawing, a y failure ai lur of Ubuildu Bullring truss inecon orman Inc.shall not be mor for n ran eery ippiation Icon this OREGON tlnstall, any A brace no or the truss in conformance with ANSI/TPI ,. or ran handl Ing, shipping, /3 N- os C TOT.LD. 57.0 PSF SEQN— 39508 AN ITW C.OMg4NY InaYal let Ton A bracing or crosses. V V- _ A vel on this drawing or cover pipe listing this an Bing, inairt s.orgies of profeeslerl arolneerlro 4, lY 14,1d to r aporiblllb weedy for the drip.sheen. The snitaeility and w of this drwiro for.ply structure is the 8351 Rovmla Circk r..penelel l iv of w Building Na.lp.r per ANSI/TPI 1 Ses.z. s8el�Tal{! DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more Information see this fob's general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:waw.alpineite.com;TPI: war.tpinst.org; WTCA:aww.sbcinduatry.com; ICC: wsw.iccsafe.org Renewal 6/30/2048 A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - LG ) Top chord 2x4 DF-L #1&Bet, 2 COMPLETE TRUSSES REQUIRED I 2 2 Bot chord 2x6 DF-L 2400f-2.OE Webs 2x4 DF-L Std/Stud :W2, W4 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.0011 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 @ 411 o.c. TC- From 17 plf at 0.00 to 17 plf at 24.35 Use equal spacing between rows and stagger nails BC- From 2 plf at 0.00 to 2 plf at 24.35 in each row to avoid splitting. BC- 4180.00 lb Conc. Load at 6.80 Calculated vertical deflection is 0.59" due to live load and 0.58" due Deflection meets L/360 live and L/240 total load. Creep increase factor to dead load at X = 10-6-6. for dead load is 1.50. JT PLATE LATERAL CHORD Truss must be installed as shown with top chord up. No SIZE SHIFT BITE ]4SSO5 The TC of this truss shall be braced with attached spans at 24" OC in [ 5 1.25 [[ 5 W5X714 S 1.25 lieu of structural sheathing. 71 W6X10 3.50 L 3.00 12 W4X5 S 1.25 13 W4X5 S 1.25 [14 W4X5 S 1.25 [18 W4X5 S 1.25 [19] W4X5 S 1.25 20] W4X5 S 1.25 21] W4X5 S 1.25 4X5[18] 8X8= 5X7[5]= 1.5X3 III 4X5= 4X5(R)[13] III 3X5:= 4X5(R)[20] III 4X8(R) III T u _ 1-6-0 - _ _ -1r -- i��� w • a 1-sI 0 " 9-0-0 SS0514[4] Ea 6X10[7] = 4X5(R)[12] III 4X5[14] = 4X5(R)[19] III 4X5(R)[21] IIIFE 3X5 III S50514= 1.5X4 III V12 3-3-15 i 3-3-15 ( 3-7-1 3-7-1 3-7-1 3-3-15 3-5-10 - - 1 2 3-3-15 3-3-15 3-7-1 I 3-7-1 + 3-7-1 I 3-3-15 I 3-3-14 1x12 F24-4-4 Over 2 Supports R=3245 W=5.5" R=1398 W=3.75" PLT TYP. 18 Gauge HS,Wave Design Crit: CUSTOM/TPI-2007(STD) s76`,0_ PLT . 9 FT/RT=2%(0%)/4(0) 16.01.P/..,4,1117,14 ",,„ OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 "WARNING,"READ Aro FOLLOW ILLI.*TES Al TNIs LRAIIRsl REF R7175- 2355 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT.* I*THIS MARINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 9 TC LL 40.0 PSF Trusses requireditiextreme CS care in fabricating,handling, orlation, bystaIl and and brfos. Rorer no and NI low //'''' DL 10.0 PSF DATE 12/04/17 the latest edition of functions. (Buns. Installers Component Safety Ie temporary by TPI and WTCA) for safety practices prior to performing these aprophen. Installers shell provide tellporary bracing per SCSI. Unless noted attarwise. top chord shell have properly attached structural sheathing end bottom chord shell nava a properly attached rigid ceiling. Locations shear for permanent lateral restraint of webs Shall have bracing installed per SCSI BC DL 7.0 PSF DRW CAUSR7175 17338307 A L.I I N E sections 83, 87 or 810, as applicable. Apply plates to with face of trussand position as shoal above and on 12/05/2017 o the Joint Details, unless noted otherwise, Refer to Inc.ewinga 160A-Z forstandardplate positions. BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division ur of ITV/bu Building spanencs Orman Ishall not he 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?W COMPANY Installation&bracing of trusses. .Z �i t TOT.LD. 57.0 PSF SEN- 108034 A..al de this drawing f decor pegs listing this drawing. Indicated•ocepeprofessions'professions'lof professions'engineering t, 1.Y Q/14,10 ,pii, rs.pberlbllicy solely c tate design sheen. The suitability nlrr use or tills aro.inp roc any structure 1s the 8351 RovanaCircle y..p.r.lbillq aI u1.Rullding Dwiphar p•r Adsl/1PI ,Sae.=, -seen Tan� DUR.FAC. 1.15 FROM BB Sacrament CA 95828 For more information see this Job's general notes page and thane web alta.: LOADING SEE ABOVE JREF- 1W6H7175Z22 ALPINE:www.elpineitw.com;TPI:www.tpinst.org;PTCA: w,.w.sbcindu.try,cam; ICC:non.iccsefa,arg Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - KG ) BoTop t chord 2x6 HF SS#1&Bet. 2 COMPLETE TRUSSES REQUIRED 12 Webs 2x4 DF-L Std/Stud :W2, W8 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @ 1.25" o.c. Special loads Bot Chord: 1 Row @12.00" o.c. (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Webs : 1 Row @ 4" o.c. TC- From 8 plf at 0.00 to 8 plf at 9.33 Use equal spacing between rows and stagger nails BC- From 1 plf at 0.00 to 1 plf at 9.33 in each row to avoid splitting. TC- 998.00 lb Conc. Load at 0.60, 2.60, 4.60, 6.60 8.60 Deflection meets L/480 live and L/360 total load. Creep increase TC- 767.00 lb Conc. Load at 3.31, 5.31, 7.31 factor for dead load is 1.50. TC- 366.00 lb Conc. Load at 9.31 Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE The TC of this truss shall be braced with attached spans at 24" oc in 1] W6X8 0 1.25 lieu of structural sheathing. 4] W5X6 2.75 R 1.75 [13] W5X6 S 1.50 [14] W6X8 0 1.25 6X8[1] = 6X8[14] Es ' a s a a s :-- 1-6-0 W w — 1-6-0 a a o 4.s-0-0 / 5X7[4]= 5X7[13] = 3X7111 3X7 III 1"12 2-3-2 "�` 1-7-8 + 1-8-0 -f5-^1-0 2-4-14 it 2-3-2 — V22—l' 1-7-8 1-8-0 5"10 2-3-2 1''12 ik 9-4-0 Over 2 Supports R=3566 W=5.5" R=4180 Note: All Plates Are 1.5X3 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) itso P RpFfis PLT TYP. Wave FT/RT=2%(0% /4 0) 16.02.r4, e••:V�t4j1!�� s' OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2I18 "WINING!"READ MID MUM AU.NOTES BNTNIsmem 825N 4th Ave,Cornelius OR 97113 •'IMPBRTMiT•• f1gB1191 TM's DIMING To Au eawaAcTals INCLUDING E INSTALLERS. TC LL 40.0 PSF REF 87175- 2356 Trusses require extreme care in fabricating,handling, shipping, Installing and bracing. Refer to and follow the latest edition of Bas (Building Component Safety Information, by TPI end WIMA) for safety practices prior : DL 10.0 PSF DATE 12/04/17 v to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338283 rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS ,4 roll1 1 sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as ahem above and on 12/05/201 7 the Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. L L BC LL 0.0 PSF CA-ENG PBC/RTT I Alpine, a division of 111V Building components Group Inc.shall of 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 ITW COMPANY installation•orating of trusses. 4TOT.LD. 57.0 PSF SEQN- 6734 REV A MMI on this drawing or cover page listing this drawing. Indicates acceptance or cretin/alone!engineering vCY 14,26 rateersibl lit y solely For the dteign SWIM. TM suitability end um er this drawing for any structure is the _ 8351 RovanaCircle reepasibi lits dr the Building I1•signar per ANSI/TiI 1 s...2. s$QII Tai�_ DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sitae: ALPINE:w . ipineltw.com;TPI: wwwra .tpinat.org;WTCA: w.sbcindustry.con; ICC: m.iccsefs.org Renewal613W201B LOADING SEE ABOVE JREF- 1W6H7175222 wa • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT3 ) Top chord 2x4 DF-L #1&Bet. •• Bot chord 2x4 DF-L #1&Bet. ( ) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W2, W6 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC bracing requirements. DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets 1/360 live and L/240 total load. Creep Increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. Sheathing is required for any longitudinal (drag) forces. All diaphragms, bracing, and connections shall be designed by the engineer of record. H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-6-0 0 W2 0 0 -0 0 o a 0 � 0 a a W6 0 0 1 1-6-0 ///////////////////////////////////////////////////// 4v 9-0-0 D O + 1 .5X3(**) III 3X3= 4X8(**) = 4X8(**) _ 3X3= 1.5X3(**) III 5-9-13 -4— 5-8-1 ›,I< 5-9-13 I17-3-12 Over Continuous Support >1 R=84 PLF W=17-3-12 Note: All Plates Are 1.5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 1t PFiOp�, PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02,f,U ��Isntl# . ts.'r1a OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 "WARNING,•• RFAD AND FOLLOW ALL NOTES DN This DNANINGI th ••1rroNnwr•• FURNISH THIS INININt TO ML.commons mons INCUIDIN0 THE INSTALLERS. 8,2 E TC LL 25.0 PSF 825N4 Ave,Ave,ComeliusOR9713 , REF R7175- 2357 Trusses require extrema carein fabricating, handling, shipping,onInstalling and bracing. Refer to and follow ■ DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI ( ilding Component Safety Information,by TPI and WreA) for safety practices prior �/� '. to performing these functions. Installer.shell provide temporary bracing per SCSI. Unless noted otherwise, gilibba top chord shall have properly at tached structural sheathing end bottom chard shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs What! have bracing installed per nes ^' DRW CAUSR7175 17338292 t. _ ; sections B3. B7 or B10, as applicable. Apply plates a each race or truss and position as shovel above and on 1 2/05/20 1 7 ' i the Joint Details, unless noted otherwise. Refer to awings 160A_Z for standard plate positions. BC LL D.0 PSF CA–ENG CWC/GWH _,� N I Alpine, a division of 11W Building Components Group Inc. shell n be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, ar for RWhandling, shipping, y� TOT.LD. 42.0.0 PSF SEQN- 11721 AN COMPANY instal lotion a bracing of trusses. �1/ y- �p A Me al en this droving or rover pa listing this drifting. Indicate* ppprod... ions!or preions!engineering G vLY 14,?6V_ responsibility solely for the design shoed. The fulttl l lty end use or this dreawieR for any structure is the — 8351 Rovalu Circk raaponelblllty of the gelidity Designer pr ANSI/TPI 1 See.2. see��Tar._ DUR.FAC. 1.15 FROM BB Sacramento,CA 951328 For more information see this Job's general notes page and these web sites: ALPINE:www.alpinsitw.com:TPI: waw.tpinst,org;WTCAI www.sbcindustry.com; ICC:ewr.iccsefe.org SPACING 24.0" J REF- 1 W6H7 1 7 5222 Renewal 6/30/2018 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT4 ) Top chord 2x4 DF-L #2 (") 2 plate(s) require special positioning. Refer to Bot chord 2x4 DF-L #2 scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC bracing requirements. DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50, Sheathing Is required for any longitudinal (drag) forces. All diaphragms, bracing, and connections shall be designed by the engineer of record. I. ■ ■ ■ ■ 1-6-0 ��N�N�NM■■ 1-6-0 ■11 W1 ■ I!, 3X3= I. ■ 4_900 3X3 1.5X4(**) III 1.5X4(**) III 5-4-0 Over Continuous Support --31 R=84 PLF W=5-4-0 Note: Ali Plates Are 1.5X3 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) FtE�PROFF PLT TYP. Wave FT/RT=2% 0%)/4 0) 15.02.V:„ .� jsi:,1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARNING'''.RuNE)FOLLOW ALL NOTES ON TNis mm oltai ! R7175- 2358 _ 825 N 4th Ave,Cornelius OR 97113 a•t■oBTal°° R MIS IS Irw ING 10 Mi.eeNTNACTGNs INCLUDING THE INSTALLERS. TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Rarer to and hallow 4r/OIA _ DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and ATCA) for safety practices prior ;1;6113rl . to performing these functions, 'notaliero shall provide temporary bracing per SCSI. Unless noted otherwise,Alliblik BC top chord shall have properly atdl taed structural sheathing and bottom chord shall have a properly attached DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of eats shall have bracing Installed per RCS )' DRW CAUSR7175 17338309 A 1.-,Fol]N a sections 83 87 or ung, M applicable. Apply. Halts each fete of-Z trussand position as shorn above and On 1UQ5/2017 ' the Joint Details. unless IT noted otherwise.Co po Refer todrawings. 1I not for standard platefopositions. BC LL 0.0 PSF CA-ENG CWC/GWH Alpine, a division of 17W Building Components Broly Inc. stall not be responsible far any deviation frau anis OREGON drawing. any failure to build the truss in conformance with AN51/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses, l:' TOT.LD. 42.0 PSF SEQN- 11717 A owl a.,ells droving or towrope listing this droving. w., Indicated oe or prefwel la.I glwring G `OLY 14,'40 ee, ,Npan.lblllty solely for the wipe Ogen. The.AitablIlly end use of title droving for any*erecters Is the 8351 Rovana Click r..pa,rlblllq ar n,.Sal ding o..Igl,er v.r ANSI/PI T s.a.=• she It Tar DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE:now.elpineiov.com; TPI: ewr.tpinst.org; WTCA:emm.sbcindustry.can: ICC:now.iccsafe.org Renewal 6/30/2018 SPACING 24.0" JREF- 1W6H7175Z22 . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT6 ) Top chord 2x4 DF-L #2 (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1, W2 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC I bracing requirements. DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 1.50. Fasten rated sheathing to one face of this frame. W1 El 0 0 0 0 0 0 0 1"6"0 3X5(**) ii >, 0 0 0 0 El 0 <W3X5(**)2 1-6-0 /////////////////////////////// 9-0-0 3X5 III 3X5 III Ec 9-6-0 0-3-8 I—I— 9-2-8 9-6-0 Over Continuous Support R=84 PLF W=9-6-0 Note: All Plates Are 1.5X3 Except As Shown. p FRO Design Crit: IRC2012/TPI-2007(STD) E RF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'45_ ._Agy 'f�`s4S OR/-/1/-/-/R/- Scale =.5"/Ft. •WARNINDI••RAD ANO FOLLOW ALL NOTES ON This oMmN6o Truss N 4th p Components of Oregons9711 e•IIidRANToo FURNISH THIS MUSING To ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF 825N4thAve,ComeliusOR97113 Trusses respire extrema care In fabricating, handling, shipping, Installing and bracing. Refer to a,na follow /�a � Y REF R7175- 2359 the latest edition of BCSI (Buildinig Component Safety Information,by TPI and MICA) for safety practices prior i4 /' r DL 10.0 PSF DATE 12/04/17 to performing these functions. tache Installersshallprovide temporary bracing per eCSI. Unless noted otherwise,Aliii1 0...../- — 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 BC DRW CAUSR7175 17338286 sections 83, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 113 I Er. the Joint Details, unless noted Otherwise. Refer to drawings 160A-Z for standard plate positions. 12/05/2017 BC LL 0.0 PSF CA-ENG PBC/RTT A //L_'_J_ In I \V' Alpine, a division of ITW Building Canponents croup Inc,Shell not be responsible far any deviation from this OREGON drewinng, any failure Us build the truss in conformance with ANSI/TPI 1, or far handling, shipping, TOT.LD.LD. 42.0 PSF AN ITW COMTA,NY installation A bracing or trusses. y.- ,p SMC SEQN- 105600 A Noel en this dremlap or eev.r peps listing this drawing. Indicates acceptances of professional engineering' �/_ vLY 14,204_ {f r..mimp`por.isiiig sof Th X11 Itl ng Ignar plely ref the Molt. er A I/TPI II solubility 2.`M 11"of this dre.lnp for any structure is the Vsse'•���a DUR.FAC. 1.15 FROM BB 8351 Rovana Cvck i Sgeemenlo.CA95828 For more Information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:awe alpi melte tea;TPI: waw.tpl nst.org;WfCA: www.ebclnaustry.can; ICC: Wae.ltcsefe.org Rsrmersl Rf.'IN'JIMR t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ISI ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT7 ) Top chord 2x4 DF-L #2 ("") 2 plate(s) require special positioning. Refer to Bot chord 2x4 DF-L #2 scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC bracing requirements. OL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep Increase Truss must be installed as shown with top chord up. factor for dead load is 1,50. Sheathing Is required for any longitudinal (drag) forces. All diaphragms, bracing, and connections shall be designed by the engineer of record. � Y_ ii: i 1-6-0 : ' 1-6-0 IlliMMMEUMMMRIMMfroIMOMIt . ■ ii .11 4 3X3= ■ ■ F „ 9-0-0 .r 3X3= 1.5X4(**) III 1 .5X4(**) III 5-6-0 5-6-0 Over Continuous Support -H R=84 PLF W=5-6-0 Note: All Plates Are 1.5X3 Except As Shown, Design Crit: IRC2012/TPI-2007(STD) ,P PRop . PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.'45_ ,ig'hlp!' (" k:1 OR/-/1/-/-/R/- Scale =.5"/Ft. "MIMING,"READ AID FOLLON ALL NOTES ON THIS DRA•INDIVP Truss Components Ave. of Cornelius (97 13 7.x.118 „ISP„ FURNISH THIS pNNINe To Ml CONTRACTORS INCLUDING TIE INSTALLERS. V TC LL 25.0 PSF 82sxa nve,eDmeliu5oR97Is REF R7175- 2360 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fell, /L. - DL 1 0.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information,by TPI and NTCA) for safety practices prior I " J to performing these functions. Installers provide tellporary bracing per SCSI. Unless noted otherwise, I/ top chord shall have properly attached structural ctural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid telling. Locations saown for permanent lateral restraint of webs shall he bracing installed per Sc DRW CAUSR7175 17338294 ,4��� sections 83.al or 810, es applicable,lcabl Apply plates to each face for and position as shown eboye end on �1 1 ' O the Joint Details. unless noted otherwise. Refer to drawings 160A-Z forstandardplate positions, 1 2/OS/Z/tOI/ BC LL 0.0 PSF CA-ENG CWC/GWH Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. TOT.LD. 42.0 PSF AN ITW COMPANY installation a bracing of trusses. 0 SEQN- 11729 A a*I on Ws drawing or moor papa listing title ar..ing. InclhuW eee.ptsas of profMldul.rylresring �I- �CY 0� r.aperslbllity solely Ter the design lg Mom. The suitability OM eM of this mooring for any structure Is the e/ �4•�' s r.apa.ibllity of the Building D..Ignar par ANSI/SRI ,sM.2. a4$e��Tan. DUR.FAC. 1.15 FROM BB 8351 Rovana Circle Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:wwwahpl nal te.com;TPI:www.tpi nst.nrg;WfCA: www.ebelndustry.com; ICC:www.l ccsefe.org Rn.mewsl R/,1faT'NHT R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT9 ) Top chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 DF-L Std/Stud DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. Fasten rated sheathing to one face of this frame. El 0 fl 0 11 -I 0 11 G 1 1-6-0 1-6-0 ❑ 0 0 0- a 0 a G 0 ///////////////////////////////// 0_9-0-0 Fc 10-3-0 Over Continuous Support R=97 PLF U=18 PLF W=10-3-0 Note: All Plates Are 1.5X3 Except As Shown. O PRS Design Crit: IRC2012/TPI-2007(STD) E FES PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .f1.c- 3/e(:7ft„. S OR/-/1/-/-/R/- Scale =.5“/Ft. Truss N 4th Ave,,s of 57-2118 T” FURNISH Run Ain FOLLOW W.mons RA ow TNis niumtINCLUDING I REF R7175— 2361 825 N 4th AvCornelius OR 97113 "ITµT'mI>.TMs pwlNo m ALL eoNrbAemRs INCUDIlp rile INSTALLERS. �+:� TC LL 25.0 PSF Trusses require extreme care In fabricating,handling, shipping. installing end bracing. Refer to and follow DATE 1 2/04/1 7 the latest edition tof SCSI (Building Component Safety Information,by TPI and MICA) for safety practices prior Q.e /'. J DL 10.0 PSF to performing these v functions. tache Installersshallprovide temporary bracing per SCSI. Unless noted otherwise, °111116top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached l DRW CAUSR7175 17338297 rigid telling. Locations sheen for permanentlateralrestraint of webs shall have bracing installad per BC BC DL 7.0 PSF ,4 J sections 83,a87l or 810, as applicable. Apply plates to each face of truss and position as sheenahold and on the Joint Details. unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. 12/05/201 7 BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of I,W Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure go build the truss In conformance with ANSI/TPI 1. or for handling, shipping. TOT.LD. 42.0 PSF SEAN— 1 02909 AN RW COMPANY instal man on a bracing of trusses. A owl on this drawlnp or ewer page listing this drealnp, Indicates aaaaptanaa of profwlen l Nplan.rinp /"r V 6V' _ reeperelbll Ity solely for the design chain. The suitability ale,w of this drawing for any structure Is the LY 14,Z AI 8351 RovanaCirck r.ege eibl l lty of the building oeelgner per ANSI/TPI I Sae.2. Co., Tars t DUR.FAC. 1.15 FROM BB Saaanlenm,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alpineite.com;TPI:waw.tpinst.arg:WTCA: aww.sbclndustry.cam: ICC: www.iccsere.org RAmW11 6/a(179Q1Q 2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT10 ) Top chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 DF-L Std/Stud DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. Fasten rated sheathing to one face of this frame. 1 0 4 0 0 0 011 1-6-0 1-6-0 1, a II 0 0 0- 00 , //////////////////////// ,00-0-0 E7-1-0 Over Continuous Support R=97 PLF U=30 PLF W=7-1-0 Note: All Plates Are 1.5X3 Except As Shown. ( .O PROF S Design Crit: IRC2012/TPI-2007(STD) .(� ', i PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.84--Ti �N F O OR/-J1/-/-/R/- Scale =.5"/Ft. F Truss Components of Oregon (503)357-2118 "WARNTNGI" READ AND FOLLOW Au NOTES ON THTs DRAINING! 83294PE TC LL 25.0 PSF REF R7175- 2362 • iORTANT°• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4thAve,Cornelius OR 97 13 •II --- Trusses require extreme care In fabricating,Hanan0100'- the /� - the latent edition of IICS1 (Building �• shipping.onInstall Ung and bracing. Refer to and(prior C IL 10.0 PSF DATE 12/04/17 ( ,g Goers spe Safety Information,by TPI and PICA) for safety practices is, to performinghshe these rproplrly. tiachell stn structural provide ngmandaby bracing dor ell Unless noted attach de, rigop chord shall have ions so attached pd permanent lateralar reareitr and bottom chordl shall have a properly installed per BC ;C DL 7.0 PSF sections ec id csl ling. orc8810. a sappn care. Apply oeeachl fC er f to s, 11 l poo tion)ashovbo per dCsI 12/05/2017 DRW CAUSR7175 17338296 Olibb AP 1L0i0 N E- sea Join 83, 87 Details,or unl es eted other. eR flrtto to wing Rene of forsssM res late pa stion Crow em on (I LAl anent sio unlessW nested otherwise.ComRefer to Inc.dr.lsha lrno_Z for standardsil aore positions. OREGON :C LL 0.0 PSF CA-ENG PBC/RTT Alwing a anydfailurelor Ibu Building trussIn connts Group Inshall not W fbre for any deviation from this ye- drawlrg, to bulla the In conformance with AN$1/TPI 1, or for handling.shipping. vLY 14 2 t��e TOT.LD. 42.0 PSF SEQN- 102907 AN ITW COMPANY lnate l lotion&bracing of trusses. A wl on Vile droving er cover page listing this drawing, indicates acceptance or pnafeeeleesl engineering G�, reepaellbl I icy solely ref nba design sheen. The odiu l Ilty end use or Vile drawing for any eerutturr le the s@"Tan DUR.FAC. 1.15 FROM BB 4. 8351 Rovala Circle reepamelbl I Icy or Vo Building oeelp.r per ANSI/TPI 1 See.2. - Sacramenlo,CA95828 For more information see this Jobs general notes page and these web sites: Renewal 6/3012018 SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:www.alpineita.com:TPI:waw.tpinst.org:PICA: wwe.sbolndustry.com: ICC: www.iccsare.org - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP1 ) Top chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 1.50. This truss is designed to support vertical loads only. This truss has not been designed to transfer lateral or longitudinal forces. Sheathing or other bracing is required for any longitudinal (drag) forces. All horizontal and vertical diaphragms and connections shall be designed by the engineer of record. See Code section R602.10.6.2. 1.5X3 III 3X3= 1W -iii21 1-6-0 '� 1-6-0 Ile12111111112 3X3= 1 .5X3 III 1"12 1-6-8 � 1',12 1-4-12 1"12 I‹ 'I 1-8-4 Over 2 Supports R=71 W=5.5" R=71 W=5.5" ��Q PRpF� Design Crit: IRC2012/TPI-2007(STD) 4�' S'S+ PLT TYP. Wave FT/RT=2%(0%)/4 0) 16.01 .5 % N Ffi �Qi. OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 'WANING,••READ AID FOLLOW ALL NOTES aro Tits DRAWING! 83294PE TC LL 25.0 PSF REF R7175- 2363 — 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT.* AL FURNISH THIS CANTING TO L COIIIRAOTops INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping, Installing and bracing. Refer to and follow .6. owei DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and MCA) for safety practices prior C IL 10.0 PSF to performing these functions. Installers shall provide tellporary bracing per SCSI. Unless noted otherwise, ' top chord shall have properly at tached structural sheathing and bottom chord shall have a properly attached C DL 7.0 PSF DRW CAUSR7175 17338301 rigid ceiling. Locations shown for permanent lateral restraint of weirs shall have bracing Installed per SCSI 1'1/OG/20t'' ALPINE sections 8tl 87 orb. 810,ias applicable. ApplyR fplates to eachif1ce truss an0 position as storm above and on1G J G the Joint Details. unless noted otherwise.ngooRefer to Inc.ohs 160A-2 for standardol pfore positions. OREGON C LL 0.0 PSF CA-ENG BFR/GWH Alpine, a division of ITN bu Bd th ng trussCinnentscon Group man Inc.shell not be responsible for any shipping,deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, AN ITW COMPANY install ation A bracing of trusses. 4 `zw 14,28 0 TOT.LD. 42.0 PSF SEQN- 118514 . A owl en tills drawing or*seer page listing this drawing, indicate.awptanoe of prefesionel engineering responsibi I ity solely for the Orion Memel. The sJitabi I lty end use of this droving for any structure le the ♦Q *ee 8351 Rovana Cirole reepsslblllty or the Wilding Nrlgeer par ANSI/TFI 1 Seb.2. '� 1 p� DUR.FAC. 1.1 5 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: Renewal 8!30/2018 SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:atom elpineitw.com; TPI, www.tpinst,org; MCA:ewa.ebcindustry.can; ICC: eww.iccsefe.org I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP2 ) Top chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 1.50. Fasten rated sheathing to one face of this frame. This truss is designed to support vertical loads only. This truss has not been designed to transfer lateral or longitudinal forces. Sheathing or other bracing is required for any longitudinal (drag) forces. All horizontal and vertical diaphragms and connections shall be designed by the engineer of record. See Code section R602.10.6.2. 1.5X3 III 1.5X3 III 1 '_' 1 1-6-0 1'7 1-6-0 . . ' 4_9-0-0 ' 1.5X3 III 1 .5X3 III 1 9n14711z 1-1-6 Over 2 Supports R=47 W=5.5" R=47 W=5.5" l�,p PROFF. Design Crit: IRC2012/TPI-2007(STD) •(� 41s,PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.$4 -1 we N FF t) OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 **WANING'as READ Ara FOLLOW;ALL NBTES on Tuns maw 825 N 4th Ave,Cornelius OR 97113 ea1NPBRTNRINSI ae FISN THIS DIMINO To ALL ONITRACTBRs INCWTHE E INSTALLERS. 83294PE '>i TC LL 25.0 PSF REF R7175- 2364 Trusses require extremecare in fabricating, handling, shipping, installing and bracing. Hafer to and follow af' ' the latest edition of BCSI Building Component Safety Information, by TPI and PTCA) for safety practices prior C IL 10.0 PSF DATE 12/04/17 n to performing these functions. Installers shell provide temporary bracing per BCSI. Unless note.otherwise, top chord shall have properly attern.structural sheathing end bottom chord shall have a properly attached :C DL 7.0 PSF rigid ceiling. Locations shorn for permanent lateral restraint of webs shell have bracing installed per BCSI 12/05/2017 DRW CAUSR7175 17338303 ,4�L��� sections B3, B7 or B10, as applicable. Apply plates to each face of trussand position as sheen above and on 1 1 the Joint Details, chimes noted ottermiae. Refer to dreeings 1600_Z for Lennard plate pasitiona. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a division of I7W Sul ldi ng Components Grote Inc. sMli not be rmponalble for any deviation from this drawing. any A b failure to f trud the truss in conformance with ANSI/TPI ,, or for handling, shipping. 'k 14,20 0 TOT.LD. 42.0 PSF SEQN- 116938 AN ITW COMPANY Instal f bracing of trusses. . A wl en dile drawing or cover page Meting this dragging, Indicates.aeaptasa.of professional engineering (n, 444,14,2e0 s` responsibility solely The the design*men. The suitability dna are of this drawing for stir moreetore Is the ice„ 8351 Revels C rck responsibility of the wilding Designer per ANSI/21I 1 Sao.2. /1 T�► DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and those mob sites: Renewal 8/30/2018 SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:wme.alpineitw.corn; TPI: www.tpinst.org;WFC.:mwe.sbcindustry.cam; ICC:eee.iccsafe.org C THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP3 ) Top chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 1.50. Fasten rated sheathing to one face of this frame. This truss is designed to support vertical loads only. This truss has not been designed to transfer lateral or longitudinal forces. Sheathing or other bracing is required for any longitudinal (drag) forces. All horizontal and vertical diaphragms and connections shall be designed by the engineer of record. See Code section R602.10.6.2. 1.5X3 III 1.5X3 III r 17111111 1-6-0 MIM 1-6-0 If =� =� INIIIIII 49-0-0 ✓ 1.5X3 III 1 .5X3 III 1"12 1"12 9" 1-0-8 Over 2 Supports r-R=44 W=5.5" R=44 W=5.5" so PROF Design Crit: IRC2012/TPI-2007(STD) ,�tl.� FSS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.11° bG N e..0, p OR/-/1/-/-/R/- Scale =.5"/Ft. ) "WARNINGI ee READ Ain FOLLOW ALL NOTES a THIS DRAWING! t' Truss Components 4Av, of Cornelius (903 357 X118 „Waster, FURNISH THIS DNANIND TO ALL CanRAGTDRS IN L IRO THE INSTALLERS. 83294PE TC LL 25.0 PSF 825 N 4th Ave, OR 97113 I g REF R7175— 2365 Trusses regal re extremes SCS carein ng Component andnrq, shipping, Installing end bracing. Refer to and fallow �.-- DATE 12/04/17 the latest edition of SCSI ti BBl ming compenent Safety Informetlon,by TPI end BMA) for safety practices prior IL 10.0 PSF to performing these functions. tache Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chard Snell neve properly attached hed structural eheething and bottom chord shall hese a properly attached i C DL 7.0 PSF rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 DRW CAUSR7175 17338304 A L,P11 N sections B3, B7 or BnD, es applicable. Apply plates to each face of truss and position as snore eno.,a and on the Joint Details, unless noted otherwise. Refer Gr to drawings 1GOA_Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine. a division of ITN Building Components Group Inc,shall not be responsible for any deviation from this tlrewllg, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, AN RW COMPANY Inatellotion A bracing of truss*, "LLy 14,zod' to TOT.LD. 42.0 PSF SEQN— 116940 A sol en thls drawing of*soar pegs listing this Snowing. indieetas eoowtaloa of prOfNsionsl MglnMrleg GS 8351 Rosana Circle is responsibility forBuilding geassign sham. suitability spa .' arming any a`r,xt,'..1`p" eel/Tar` OUR.FAC. 1.15 FROM BB Sacramento.CA 95828 For more information see rola job's general notes page and casae web sites: SPACING 24.0" JREF- 1W6H7175Z22 ALPINE:waw.alpineltw.can;TPI: ww w.tpinst.org:WfCA:www.sbcindustry.coe, ICC: w.iccsefe.org Renewal 6/30/2018 STRONGBACK BRIDGING REC❑MMENDATI❑NS MN-All scab-on blocks shop low a minimum 2x4 BUTT STRONGBACK "stressraded lumber," BRIDGING TOGETHER g P.-All strongbock bridging and bracing shall be a 111111111111116 minimum 2x6 "stress graded lumber.` el' '/S1111111111%1 ► The purpose of strongback bridging is to ATTACH SCAB WITH IOd BOX/GUN develop load sharing between individual trusses, 4' -0• 2x6 (60.128'x3.0•) NAILS IN 2 POWS AT resulting in an overall increase in the SCAB NOTE, IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback br'id in positioned as shown in FOR AT LEAST ONE TRUSS SPACING g g g� STRDNGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0" o,c. (max.) NOTE: Details I and C are the preferred attachment methods mo- terms `bridging" and 'bracing" are sometimes ATTACH STRONGBACK TO /\ mistakenly used interchangeably, "Bracing" is an WEB W/ 03) 10d COMMON j �J \ important structural requirement of any floor (0.148'x3') NAILS OR �J � a> IDd Box/GUN or roof system. Refer to the Truss Design (�' ) �ze x3,o )`` ,�''; Drawing (TDD) for the bracing requirements for I 1.1111111111141 / `� each individual truss component, °Bridging," ��_ ° p ��i\ II particularly "strongback bridging'" is a I ��'�►i recommendation for a truss system to help (�S 1� mill �� control vibration. In addition to aiding in the '1 /� I distribution of point loads between adjacent �r ►��{ �� truss, strongback bridging serves to reduce ° j STRONGBACK BRIDGING "bounce" or residual vibration resulting from �/ SPACING REQUIREMENTS moving point loads, such as footsteps. lip to 10' None required 10' 00 20'Ira+(at center of span/ The performance of all floor systems are (2) l0d COMMON ro.14e•43.0•) OR \ 20' to 30'2 noes(I at each 1/3 points) enhanced by the installation of strongback BOX/GUN (0.128'x3.0`) NAILS AT ) 2x6 (MINIMUM) STRONGBACK, 30' to 40'3 rows(I at each 1/4 points) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. Over 40' Space rows at 10'o�c,points) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ <3> b y Alpine. DR COMMON ( 't0,0•) NAILS For additional information regarding strongbock <a)Iod BOX/GUN ,o.lze NAILS, RollOgile.11111 g g gNAILS• bridging, refer to BCSI (Building Component ��l I ri Safety Information), I STRONGBACK0 i Olt '''INitkia,%„_11W ir.„6__Iiift,„,* , , „oil, \ 4111111110.- 0 111011111111 soli �TO BOTTOM CHORD WITH BIO STR❑NGBACK BRIDGING ATTACHMENT ALTERNATIVES3' SCREWS �01Ep Ss ••WARNINGlee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI a ••IMPORTANT••FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,T r L L PSE REF STRONGBACK Trusses require extreme care n Fabricating,handling, shipping,installing and bracing. Refer to and f puaw the latest edition of Bcst in component safety Information, by TPI and sBCA, for safety Q,' 0,,,w,"- ," ., IL PSE DATE 10/01/14 ," practices prior 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 - iC DL PSF DRWG STRBRIBRI0i4 `� -.\ shall h a properly attached rigid ceiling. Loco tions shown for permanent is teral restraint Of webs �If��I P F� shall hove bracing installed per SCSI sections B3, B7 or 010, os applicable. Apply plates to each face 12/05/2017 �C LL PSE //I 1----..i -+\\ of truss and position as rwn above and on the Joint Details,unless noted otherwise. J" �`JLr � \`l(_�' Refer to drawings loo160A-Z for standard plateapoe n. Q� f'� AN ITW COMPANY Alpine,a division of IT,/ Building Components Group Inc. shall not be responsible for any deviation From "J /�ON TOT, LD. PSF this drowing, any failure to build the truss in conformance with ANSI/TPI I,or For handling, shipping, � �J/ all installation I. bracing of trusse O /�, A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional ` lY 14,2 tom/ enginering responsibility solely for the design shown. The suitability and useof this drawing a .` OUR, FAC. 1.00 13389OF Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. $e"Tao Earth City,MO 63045 F or n e informationea this job's general notes page and these web sites, ALPINE' www.olpineitw.conl TPI www.tpinst.org, SBCA, ere ICC, weeloosa Fe.org SPACING R...w.,r.l ft/1111'1111R Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Jr: ISO mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Dr•. 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace A <1) 2x4 'L' Brace w (2) 2x4 'V Brace Aw (1) 2x6 'L' Brace A (2) 2x6 'L' Brace ww Bracing Group Species and Grades, I Gable Vertical. No ;Spacing Species) Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A, _ #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6` 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir - #1 / 42 Standard #2 Stud rr-T-f� #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #3 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' Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*** #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2° 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 43 43 C #2 4' SO' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0" 14' 0' Stud Stud Standard Standard #3 4' 8" 7' 0' 7' 5' 9' 3" 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' I d DF _ Stud 4' 8" 7' 0' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9" 14' 0' 14' 0' Group B, _U #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0" 14' 0' 14' 0' Hem-Fir ` cf_dSI P #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 F. Btr UHF Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 0 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**w `� #1 5' 9" 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0° 14' 0" 14' 0' #1 / 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' IIIIIMIIIIMI #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 0JD P L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRI Stress-Rated Board). ___K `� wwwFor 1x4 So. Pine use only Industrial 55 or Standard 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 #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2° 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. C - SP= #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" Gable Truss Detail Notes L U I P Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. 0 - Standard 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 plf over x #1 6' 4' 10' 6' 10' 10' 12' 4° 12' 10' 14' 0' 14' 0' 14' 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 i � S P #3 load From 4' 0' outtookers 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 P L Stud 5' 11" 9' 10' 10' 6' 12' 1' 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' Symmt Attach 'L' braces with 10d <0,128'x3,0' min) nails, Abou Gable Truss Q X For <1) 'L' brace, space nails at 2' o.c. :e Q in 18' end zones and 4' o.c, between zones. Diagonal brace option _� **For (2) 'L' braces space nails at 3' o.c. in 18' end zones and 6' o.c. between zones. vertical length may be T- T doubled when diagonal lg' : "L' bracing must be n minimum of 80'f. of web brace is used. Connect 0 member length. diagonal brace for 3354 •L' -- at each end. Max web / Brace 4 Gable Vertical Plate Sizes total length is 14'. 7 4 `1 i � 3�A< Less than 4' 0'Vertical Length No Splice 2x4 DF-L #2 or 104 or 203 better diagonal _ 1 I Greater than 4' 0', but 2X4 Vertical length shown brace; single 18, less than 11' 6" • Greater than 11' 6' 3X In table above. 45 or double cut 41 0 I ,� (as shown) at I__ _L Z 4 + Refer to common truss design for upper end. Gi II Q -11 IIII le 11 Q _ peak, splice, and heel plates. iii Liz D 11 • ontinuous Bearing Refer to the Building Connect diagonal at - 'Q "(�� g Designer for conditions midpoint of vertical web. Refer to chart above For Pl.( - -' Nisi wth, not addressed by this detail. OOWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��� 4, 41i' t0 REF ASCE7-10-GAB12015 ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4. A Trusses require extreme core in fabricating,handling, shipping, Installing and bracing, Refer to and AlV L 83294PE 17 4 T� follow the latest edition of SCSI (Building Component Safety Information,by TPI and SBCA)for safety . ATE 10��1�14 fiz-'\ /I practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. SG n Unless noted otherwise, top chard shat, have properly attached structural sheathing and bottom chord D(��RWG A1G015ENC101014 % shall have o properly attached rigid telling. Locations shown for permanent lateral restraint of webs A Fi �-(\, (i E shall have bracing installed per SCSI sections 13, B7 or 510,as applicable. Apply plates to each Face //// L('l_1 1 \\,VAI NE ■`` of truss and position a shown above and on the Joint Details,unless noted otherwise. 12/05/2017 [LI LLLIII Refer to drawings 160A-2 for standard plate positions. AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for ony deviation from 12(i QG(�(�N this drawlno,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, 2 A'Jr('J"' installation a bracing of trusses. r MAX. TOT. ED, 60 PSF A seal on this drawing or cover page listing this drawing,indicates acceptance of professional 4 �LY 14,Ze154 0 engineering responsibility solely for the design shown. The suitability and use of this drawing 133RD Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. See 0 Tan for more information see this ob's general notes P�• MAX, SPACING 24,0" Earth CIry,M06304$ ALPINE www_olpineitw.con; Tel' www.tpinstorSBCA: wwwsbc d stryo gie ICC,w wwwi�ccsafe.org 1 ew.m,eal e,8O, O 8 T Dab , e De , ai . For Let-1n Verticals Gable Truss Plate Sizes Syn. fC ,� Refer to appropriate Alpine gable detail for About` ',� minimum plate sizes for vertical studs. it ()Refer to Engineered truss design for peak, splice, web, and heel plates. S. \ 4111 ®If gable vertical plates overlap, use a \ ' single plate that covers the total area of o Example, ♦ the overlapped plates to spar the web. Gable4111 2 X 4 Vertical / ® trp d 2X4 I EX8 i ' 'T" Reinforcement Attachment Detail ' w 'T' Reinforcing 'T' Reinforcing Member Member 0 r w I , fill w + Toe-nail - or - End-nail of —1 o0 II 0 o- 0 0IS. �611) ^ 6To convert from 'L' to 'T' reinforcing 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 10d Common (0.148"x 3.°,min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Rigid Sheathing Toenailed Nails, 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T" Brace 1 4 Saks @ r- (4) toenails In the top and bottom chords, 'T' Reinf. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load. 2x4 30 Member 2x6 20 7. ASCE 7-05 Gable Detail Drawings Example, A13015051014, A12015051014, 811015051014, 810015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, A12030051014, 811030051014, 810030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Nails Truss Spaced At ( ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP 43 4` ac. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC10I014, 'T' Reinforcing Member Size = 2x4 AI8015ENCI01014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' 81803OENC101014, A20030ENC101014, A2003OEND101014, A2003OPED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. IE 4 Nails i (' ���,�O PROp„ maS r Ceiling SI� >e wwVARNINGlww READ AND FOLLOW ALL NOTES @! THIS DRAWING' tITA11511111111 REF LET-IN VERT wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme core in fabricating,handling, shipping,installing and bracing. Refer to and DATE I0101�14 follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. r q Unless noted otherwise,top chord shalt have properly attached structural sheathing and bottom char. DRWG GBLLETIN10I4 ' shall have a properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs 12/05/2017 "� shall have bracing installed per SCSI sections B3, 07 or 870,as applicable. Apply plates to each face 1 1 £ truss and position as shown above and on the Joint II tolls, unless noted otherwise. QC/�ON //' 'L l��_ \ Refer to drawings 1608-Z for standard plate positions. .15 •/),l IED AN TW COMPANY Alpine, a division of ITV Building Components Group Inc.shall not be responsible for any deviation from y �y= this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, /-� �'�{�4,�V- `Qy MAX. TOT. LD. 60 PSF lA installation& bracing o£ trusse �/ A seal on this drawing or cover page!!sting this drawing,Indicates acceptance of professional een Tao.'- engineering responsibility solely for the design shown. The suitability and use of this drawing 1 OUR. FAC, ANY for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect, 13389 Lakefront Drive For more Information see tnis is i notes and mese wet sten: Renewal 8J3012016 Earth City,M063045 ALPINE,www.alpineitw,con; TPI ewww.tpinst.org general wwwsbcndustrymrg, ICC, www,iccsofeorg MAX. SPACING ryG4.0" 1 , ASCE 7-10: 120 mpfl, 30' Mean [-eight, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30f t. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5,0 psf, Wind BC DL=5.0 psf. provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" <see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014). Top Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0' max provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" <see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. >K Optional 2x L-reinforcement attached Nails: 10d box or gun (0.128"x3",min) nails. to stiffback with 10d box or gun (0.128' x 3', min.) nails @ 6" o.c. 1 I X , , X,i N.\ l pr dikiiiiii iii ii 2X4 Blocking nailed to Oil* �45` sheathing and 24' Max iiiiiiik,„each truss (Typ) ,._l H ®_®_®—®—®— 2X4 DE-L #2 L or better iagraceXj III■ ■ ■ IiIIIii ! b.. .ii . ontinuous Bearing — 2x6 #2 Stiffback attached to each ,aEOPROp . Stud w/ (4) 10d box or gun (0.123" X 3", min.) nails, .cti400 c a Ski• wwWARNINGiww READ AND FOLLOW ALL NOTES ON THIS DRAWING REF GE WHALER ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme core in fabricating,handling, shipping,installing and bracing. Refer to and tr DATE 1001/14 follow-the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety ,,,,,,,-,,,N practices prior -to performing these functions. Installers shall provide temporary bracing per BCSI. '\y unless noted otherwise,top chord shalt have properly attached structural sheathing and bottom char. DRWG GABRST101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ^^'' � ) N shall have bracing installed per SCSI sections B3, B7 or BIO, as applicable. Apply plates to each face 1L(05/2017 Q of truss and position as shown above and on the Joint Details, unless noted otherwise. ON Refer to drawings 160A-Z for standard plate positions. AN TW COMPANYIt I/Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from �� C this drawin , any failure to build the truss In conformance with ANSTPI 1, or for handling, shipping, ww� (�6 "t✓1Y14,Z� 1QJI MAX. TOT, LD. 60 PSF i A seal on this drawing or cover page listing this drawing,indicates acceptance of professional n _ ell Tar engineering responsibility solely for the design shown. The suitabilityand use of this drawingV 8 $ 13389 Lakefront Drive for any structure is-the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, ALPINE.www.alpineltw.coml TP1 ewww .tpinst.org; SBCA, www.sbclndustry.orgl ICC, www.lccsafe.org R9Mwal6130/2018 MAX, SPACING i