Loading...
Plans (401) • Alpine, an ITW Company . t • 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W6H7175Z2305074458 DEC 13 Fabricator: 2017 Truss. �.. s Truss Components of Oregon .lob Identification: 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor N -- master „sti t4 0( Model Code: IRC Truss Criteria: I RC2012/TP I-2007(STD) ED PRop,. Engineering Software: Alpine proprietary truss analysis software. Versions 15.02, Truss Design Loads: Roof - 42 PSF • 1.15 Duration 0�5 �IkG i N E 0 44 Floor - 57 PSF a 1.00 Duration [(/ 83294PE 1,83294PE ■ind - 120 MPH (ASCE 7-10-Closed);120 MPH (None-Closed) 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 4,tr14,20d' 0 record, as defined in ANSI/TPI 1. *sell Tan�t 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Rte I ,•���� Details: STRBRIBR-12015EC1-GBLLETIN-GABRST10- Submitted by RTT 07:44:00 12-05-2017 Reviewer: JCJ $ $ 12/05/2017 # Ref Description Drawing# Date 1 02366--AGE 17338320 12/04/17 2 02367--A 17339012 12/05/17 3 02368--A1 17338329 12/04/17 4 02369--BGE 17338321 12/04/17 5 02370--B 17338312 12/04/17 6 02371--B1 17338318 12/04/17 7 02372--B2 17338323 12/04/17 8 02373--EG 17338311 12/04/17 9 02374--F 17338332 12/04/17 10 02375--FGE 17338316 12/04/17 11 02376--FGEB 17339013 12/05/17 12 02377--I 17338317 12/04/17 13 02378--K 17339014 12/05/17 14 02379--KGE 17338314 12/04/17 15 02380--G 17338319 12/04/17 16 02381--G1 17338315 12/04/17 17 02382--C 17339015 12/05/17 18 02383--L 17338330 12/04/17 19 02384--LGE 17338313 12/04/17 20 02385--HG 17339016 12/05/17 21 02386--H 17339017 12/05/17 22 02387--IGE 17339018 12/05/17 23 02388--NG 17338331 12/04/17 24 02389--GG 17339019 12/05/17 25 02390--RT1 17338328 12/04/17 26 02391--RT2 17338325 12/04/17 27 02392--RT3 17338322 12/04/17 28 02393--RT5 17338326 12/04/17 29 02394--XG 17339020 12/05/17 30 02395--DG 17338324 12/04/17 31 02396--BP 17338327 12/04/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - AGE ) "op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the appropriate lot chord 4x2 HF #2 span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (*`) 14 plate(s) require special positioning. Refer to scaled plate lottom chord checked for 10.00 psf non-concurrent bottom chord live load applied plot details for special positioning requirements. ler IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead russ must be installed as shown with top chord up. load is 1.50. asten rated sheathing to one face of this frame. Ise of truss designs for any particular project is the responsibility if the building owner or building design professional. .ngineer of record shall approve truss designs prior to fabrication. f 1-4-0 W=3X5 J lJ U d - _ i _ J U Li L _ t L 4 1 1-0-0 -6-0 G I I I ( I i L f fel I -I I�1 1 1 1 1 1 ' I Ii In/2-. ISI fel I-I 0-6-0 1-�-0 - )1 1/)/ // ) / / /2 //// 3X5----- 3X5(**) = 3X5(**) -- 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) 3X5(**) = 3X5(**) = 3X5(**) - . 3X5(**) - 3X5(**) = 3X5(**) -- 3X5(**) o-1-8 W=3X5= p 0_-1-8 41..... 17-10-8 .,I.iL....1-5-$,1 l20-3-0 Over Continuous Support >1 R=64 PLF W=20-3-0 Jote: All Plates Are 2X4 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) Ac FSS 'LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02.. hG N Efi i0 OR/-/1/-/-/R/- Scale =.375"/Ft. vssComponents ofOregon (503)357-2118 **WARNINGIe* READ NO FOLLON ALL NOTES ON THIS OWNING' =(j 11 825 N 4th Ave,Comelius OR 97113 *.IIPORTANr* FURNISH THIS DRAWING TO ALL CONTRACTORS IN:LUPINO THE INSTALLERS. 83294PE TC LL 40.0 PSF REF R7175- 2366 Trusses reditioa frame care in fabricating, handling,Ishipping, installing and) fos. Refer re and follow 0,....0^-. I L 10.0 PSF DATE 12/04/17 the t latest edition of BCSI (re ini fg Component Safety Information, n TPI and and for .safetyrinds for To o performing these functions, tInstallers shall provide temporary bracing per BCS1. Unless noted otherwise, ,,41166 pop chord shell have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17338320 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 ,4 �O` 1 sections B3. B7 or B10. as applicable. Apply plates to each race of trussand position as shown above and on L J L Ii ' the J.aint Datai la, unless neted ether,lee. Refer to drawings,BCA_Z rdr tandard plata Paaltlare. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH r AI PI re, a tllvl sl on of ITN Bul ld ins ComponbnCs Group Inc. sMll not ba rasponslbla fw anry deviation tram this drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY installation 4 bracing of trusses. 4, n/0'14,00 t0 TOT.LD. 57.0 PSF SEQN- 29402 A seal an this drawing or cover p.po listing this drawing, indicate*acceptance of prof wi.n.I engineering a 8351 Rovana Circle rw•pan•lbllitty of ttho EWilditing aelglgn'per AI l/WI 1 S.e.2 and ma of this drawing for any.trlwtur.I.the sserr Tao�- DUR.FAC. 1 .00 FROM BB Sacramento,CA95828 .For more Information see this Job's general notes page and these web sites, .,a,.m. ,_,_ . ra,. _ _._. ... _-- '... ........ FNnawal8130/2018 SPACING 24.0" 1RFF- 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - A) "op chord 4x2 DF-L #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 DF-L #1&Bet. bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the :alculated vertical deflection is 0.31" due to live load and 0.20" due appropriate span rated glue-nailed wood sheathing. :o dead load at X = 10-3-0. See detail DEFLCAMB1014 for camber .ecommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. )efiection meets L/480 live and L/360 total load. Creep increase factor 'or dead load is 1.50. Truss must be installed as shown with top chord up. 30" Typ. H 1.5X3 III W=3X5= 1.5X311) 4X8 1.5X3 III 1.5X3 III = 3X5= 3X3= 3X5= 4X8= 1-6-0 1-6-0 4X8- 4X12= 3X3= 3X3= 4X12IV=3X5= 4X8= 012 • -: W12 5-2-4 5-1-8 2-1-8 2-7-8 5-2-4 •- 20-3-0 Over 2 Supports >1 R=1154 R=1154 W=2.5" ED PROP 'LT TYP. Wave Design Crit: I RC2012/TPI-2007(STD) ,��G�• FSS, 16.01 .0tw's .63N F FT/RT=10%(0%)/4(0) it. O OR/-/1/-/-/R/- Scale =.4"/Ft. uss Components of Oregon (503)357-'3118 ”WARNINDI.. READ Ala FOLLOW ALL NOTES ON THIS OWNING! 4- $ 825 N4th Ave,Comelius OR 97113 "urortnwr'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING E INSTALLERS. 11 83294PE -7 TC LL 40.0 PSF REF R7175- 2367 I.G.russes require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of DCSI (Building Component Safety Information, by TPI and RICA) for safety practices prier �A. 01— 10.0 PSF DATE 12/05/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attuned structural sheathing and bottom chord shall have a properly a cathed rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 :C DL 7.O PSF DRW CAUSR7175 17339012 A L[F 1 N E the ... sections Ba, a7 or ono, as noted applicable. Apply pietas to each rate or truss and position as shown wawa end on the Feint Betalin, " las retailing Coise. tsrGr up Inc. she 16no-Z for sponsibl Afore positions. OREGON BC LL 0.0 PSF CA-ENG J CJ/RTT Alpine, a division of I7R Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to Wild the truss In conformance with ANSI/Tpl 1, or for handling, shipping, AN ITW COMPANY iretel lateen.bracing of trusses. (e "Len 14,20� 0 TOT.LD. 57.0 PSF SEQN— 136869 A..el lb this growing or revs pogo on.,w..g rho Growing. yml.w.*montane**Ms droving g,for.ans..l uerlw..iv.t NS' Tan ` OUR.FAC. 1 .00 FROM BB A....l.n l My solely for L.r pop,listen this Gr win Ity awl Indicates of this or for.,eel engine If tl. 8351 Rovana Circle r..po.ibll lty or the Building Designer per ANSI/114 t S...2. Sacramento,CA95szs For more information see this Job's general notes page and these Rab sites: - Renewal 6/3012018 SPACING 24_0" .JRFF- 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - Al ) 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lottom chord checked for 10.00 psf non-concurrent bottom chord live load appropriate span rated glue-nailed wood sheathing. Ipplied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase 'russ must be installed as shown with top chord up. factor for dead load is 1.50. ** THIS TRUSS IS NOT SYMMETRIC --- INSTALL AS SHOWN ** 'RUSS IS DESIGNED ONLY FOR THE BEARING CONDITION AS SHOWN r 5-3-0 -31-1— 7-10-8 16.5" 5-3-0 30" Typ. I 3X3= W=3X5= 3X5= 3X5 3X5= 1-6-0 L + r- L .2 1-6-0 l`J 3X3= 3X3= 3X5= 3X3= 3X5= 3X7 W=3X5 I.< 7-11-8 >I< 12-0-8 0 12 4_I2-6-12 _i_ 2-6-12 n8c 2-7-8 �� 2-6-12 j_ 2-6-12 1-6-0 _1_.. 2-6-12 i_ 2-6-12 011.2 5-2-4 2-7-8 >I.c �1-6-0 5-2-4 '1 I20-0-0 Over 3 Supports R=457 R=1278 W=5.5" R=626 tote: All Plates Are 2X4 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) 1 F� 'LT TYP. Wave FT/RT=10°%(096 /4(0) 16.01 .' ' G SsjO vOR/-/1/-/-/R/- Scale =.375"/Ft. ssCornponentsofOregon (503)357-2118 ••WAR81N ••G1READ Aso FOLLOW ALL NOTES THIS DarINGI REF 87175- 2368 825 N 4th Ave,Comelius OR 97113 eaIIIMO TANTae FURNISH TNI°BRMING TO ALL CONTRAC7ORS INCLUDING VW INSTALLERS. j/O 83284PE ' Z TC LL 40.0 PSF Trusses require extremare in fabricating,looting, needling, shipping, Installing and bracing.Ings Refer to and follow A. the latest edition of BCSI(Building Component Safety Information, by TPl and*TCA) for safety practices prior 04 0.0e' _ DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, Cop chord shall have properly attached structure, sheathing and bottom chard shall have a properly attached ,0464, rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per 8C BC DL 7.0 PSFDRW CAUSR7175 17338329 A�1 I sections B3, 87 or B10, as applicable. Apply plates to each face of trussand position as shown above and an 12/05/2017 o Che Joint Deta7la, unless noted otlo wise. Rarer to drawings,BOo_Z fertandar plata posit,::. BC LL 0.0 PSF CA-ENG PBC/RTT Alpine. a diVlsY on or ITN Bui ld log Coliponants Group Inc. shell n S ba responsible far dry tlevlaU on tram this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation.bracing of trusses. �p C TOT.LD. 57.0 PSF SEQN- 34162 A vel an this treeing or mover pogo listing this drawing, Indicates acceptance or prof...lon.l engineering LY 14,20 0 reepersibl l ity solely Per the design shown. T s.oltebI l Ity and uee of this drawing for*try.tructurm is tlr DUR.FAC. 1 .00 FROM BB 8351 ROvanaCircle regesIDll lty of the Building Design per ANSI/TPI 1 Ssm.2. '8e'!Tat' Sacramento,CA 95828 For more information see this Jobs general notes pe and these Q t .,.refs page web sites, -------- SPACING 74.n" .IRFF- 1WRH7175793 i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - BGE ) "op chord 4x2 HF #2 (**) 12 plate(s) require special positioning. Refer to scaledlate lot chord 4x2 HF #2 plot details for special positioning requirements. p Webs 4x2 DF-L Stud or Standard Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied leflection meets L/480 live and L/360 total load. Creep increase factor for dead per IRC-12 section 301.5. oad is 1.50. Truss must be installed as shown with top chord up. sheathing is required for any longitudinal(drag) forces. All connections to be lesigned by the building designer. Fasten rated sheathing to one face of this frame. 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) 1-6-0 1-0-0 If 1 I I l I ISI l _I Irl l "I I ,l l_l l„l 1.11 I ,{ 1-6-0 11- 13 9-0-0 0-6-0 if ///zt ///////// ///////////;// //1 /// , 4 3X5-- 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) -- 3X5(**) = 3X5(**) 17-9-8 0-1-8 -LL- 17-8-0 J k17-9-8 Over Continuous Support sI R=64 PLF W=17-9-8 late: All Plates Are 2X4 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) �tED i'ROpfis 'LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 16.01 .v. ',C�t�'� Si OR/-/1/-/-/R/- Scale =.375"/Ft. -Liss Components ofOregon (503)357-'?118 a*WAiMINGI** READ Aro HOLLOW ALL MITES ON THIS DRAWING! `Tr REF R7175- 2369 825 N 4th Ave,Cornelius OR 97113 ..IIPDRTANT” FURNISH THIS OWING TO ALL INCLUDING THE INSTALLERS. /w `,r,',]� TC LL 40.0 PSF Trusses require extreme re in fabricating, shipping, 'V 83294PE handling, shl in installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior „wow"- - DL 10.0 PSF DATE 12/04/17 o Performing these functions, t Installersshallprovide temporary bracing per BCS1. Unless notal otherwise.„0416101 - Cap chord shall have properly attached structural sheathing and bottan chord shall have a properly attached BC DL 7.0 PSF t• rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC DRW CAUSR7175 17338321 .4 Li O`� sections 83, 87 or 810, as applicable. Apply plates to each face of trussantl position as slows,above and on Iron/05/201 L ) 1 he Retails. unless total atppooc ae. Rafar to drawin 180A_2 forCeMard plata poa,tiens. L J 1 BC LL 0.0 PSF CA-ENG GWH/GWH I•-•i Alplre, a division of ITW Builtling Camponens Group Inc. shell not De responsible foY airy leVfatlon from tM1is OREGON awing, any failure to build the AN ITW COM ;� truss In conformance with ANSI/TPI 1, or for handling, shipping, PANY etellatian.bracing of trusses. C TOT.LD. 57.0 PSF SEQN- 12870 REV • A.dol ca thl.drawing.r omen p.p.listing this drawing, Indicates.00.pt nes of pr.f.eslocai.Igin..rl1'0'14,2°4 w responsibility moony Ise tile design*horn. Tho esltwl l lty and we*f tb18 drawing for any structure in Ohs �p DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responsibility or CIN Building Designer lar ANSI 1PI 1 S...2. V.lfe ll Tao*�� Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: °S SPACING 24.0” .,�..»•. ... •—• ,_... -Isis • JRFF— 1WfTH71757�3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - B ) 'op chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging lot chord 4x2 HF #1&Bet. recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the appropriate lax JT VERT DEFL: LL: 0.22" DL: 0.23". See detail DEFLCAMB1014 for camber span rated glue-nailed wood sheathing. .ecommendatIons. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied reflection meets L/480 live and L/360 total load. Creep Increase factor for dead per IRC-12 section 301.5. oad is 1.50. Truss must be installed as shown with top chord up. I- 7-10-8 I- 24.5" _- 7-10-8 H 30" Typ. 2X4 vi 3X10= 2X4 III 3X5 3X5= 2X41 II 3X10= 2X4 iii 1-6-0 + -I'+ �/' 3X10= 2X4 III 2X4 HI 3X10= 3X7--- 3X7 X7=3X7 -- 0"12 2-6-12 L 2-6-12 2-7-8 2-2-0 2-7-8 2-6-12 J_ 2-6-12 on12 _ 5-2-4 T 2-7-8 T 2-2-0 T 2-7-8 T 5-2-4 17-9-8 Over 2 Supports R=1014 W=2.5" R=1014 Design Cr i t: I RC2012/TPI-2007(STD) �tE,O PROF. 'LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02.F,t N.�/A( i*thi..I','k4 OR/-/1/-/-/R/- Scale =.375“/Ft. vssComponents ofOregon (503)357-'!118 ••WARNINGI•• READ AND FOLLOW ALL NOTES DN NNS OWING! 4th ..11NORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING n� INSTALLERS. 84611(3294PE TC LL 40.0 PSF 825N4t Ave,Ave,ComeliusOR97 13 _ /4/ REF R7175- 2370 Trusses require extreme re In fabricating, handling, snipping, instelli g and bracing. Refer to and fellow DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior / Ta o performing these functionsInstallers provide temporary bracing per BCSI. Unless noted nthanwlse, AillIlk rep Chord shall have properly a. t tne,ed stnueturai sheathing and bottom Chard shall have a properly attached rigid rigid cel ling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338312 1 sections B3, 87 or ave as applicable. Apply plates to each face of truss and position as shown above and o, ��/O C�20( f=11�F Lo)�^ I Jr-, Cha J,nlnt Dotal la. hnlaa=.=,tad etna.,,l,a. Rafar to drawing,,BSA-Z fdr'�tandard plata::.-.e.. J BC LL 0.0 PSF CA-ENG GWH/CWC ' �IAlpha. a dl lalnn of IoW Bnllding fampanents�radp Ina. mall not be raaponalbla far an da latlan from tnia OREGON drawing• any failure to build the truss in conformance with ANSI/Tp1 1, or for handling, shipping, AN ITW COMPANY irmtal lateen.bracl�of trdaeea..« o, �, 0 C TOT.LD. 57.0 PSF SEN- 29306 • A l tris drawing or.ower pegs I I.ting this drawing. indicate.acceptance . egY eptance of prof..I.n.I ein..rIng LY 14,20 re pon.lbll Ity solely for the design.neem. 7M suitability end d.a of this drawing far any structure I.the FROM BB 8351 RovanaCircle r..po,abll lty of the Building Ds.lgn.r per ANSI/7PI 1 Sed.z. $$ell Tan e,. DUR.FAC. 1 .00 Sacramento,CA9sszs For more information was this Jab's general nates page and these web sites: SPACING 74.0' .)RFF- 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - 81 ) op chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging lot chord 4x2 HF #1&Bet. recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the appropriate lax JT VERT DEFL: LL: 0.22" DL: 0.22". See detail DEFLCAMB1014 for camber span rated glue-nailed wood sheathing. •ecommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied leflection meets L/480 live and L/360 total load. Creep increase factor for dead per IRC-12 section 301.5. oad is 1.50. Truss must be installed as shown with top chord up. • 24.25" (- 7-10-8 - �- 7-10-8 - 30" Typ. 2X41 II 3X10= 2X4 HI 3X5 3X5= 2X4 III 3X10= 2X4 III 1 1 ----- ...00,00000,00" ""4•44.4,444%4L 7,44.444444%... L L "i�� w.� 4,-..... r 3X7= 3X10= 2X4 III 2X4 III 3X10= 3X7= 0"12 0"12 2-6-12 5-2-4 2-6-12 I 2-7-8 2-7-8 4, 2-1-12 2-1-12 T 2-7-8 4, 2-6-12 5-2-4 2-6-12 17-9-4 Over 2 Supports R=1013 R=1013 Design Crit: IRC2012/TPI-2007(STD) 0E' PRop�S 'LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02.'(1 d 8Y FR `r/• OR/-/1/-/-/R/- Scale =.37511/Ft. vssComponents ofOregon (503)357-2118 ""WARNINGI"" READ AND FOLLgg PLL NOTES Q1 nits ORAWIN61 825 N 4th Ave,Cornelius OR 97113 "•IrPORiANr• FURNISH THIS DRAPING mu ACONTRACTORS INCLUDING THE INSTALLERS. IV 83294PE 1 TC LL 40.0 PSF REF R7175- 2371 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component for safety practices prior ponent safety Information, by TVI and% /: DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 'C DL 7.0 PSF DRW CAUSR7175 17338318 A I L U N ... sections B3, B7 or 810, as applicable. Apply plates to each r1ce or cru and standard tion as sloven above end m Il''L= Jthe Details. unless IT noted otherwise. Refer to drawings 100A-Z a forresponsibl pisco any devias. te BC LL 0.0 PSF CA-ENG GWH/GWH Alp,ro, a divisany of Ibu Building the Components Group Inc. shall not be responsible h n far an,.deviation from t„,= OREGON drawing, any fa,lura to bulltl the trues in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOAAPANY installation 11,bracing of trusses. y✓LY 14,28 rr TOT.LD. 57.0 PSF SEAN- 29304 • A seal on this drawing or eevar pegs listing this drawing, Indieetes acceptance of professional engineering �� es anelbIhitty oflthee BBuuilding the design sheen. ANSIsuitability IPI I SS:o 2.end"w of this drawing for any ae""`�ra lathe *sett Tal' DUR.FAC. 1 .00 FROM BB 8351RovanaCircle r - Sacramento.CA95R2R For more information Sar this Jgeneral notes page and these ova„sites: ... o....,„.,..i al7n1011451 SPACING 24.0” .1RFF- 1W6H7175773 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - B2 ) 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging lot chord 4x2 HF #1&Bet. recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the appropriate lax JT VERT DEFL: LL: 0.25" DL: 0.27". See detail DEFLCAMB1014 for camber span rated glue-nailed wood sheathing. 'ecommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied reflection meets L/480 live and L/360 total load. Creep increase factor for dead per IRC-12 section 301.5. oad is 1.50. Truss must be installed as shown with top chord up. I— �_ 25.125" �_ - 8-0-0 8-0-0 30" Typ. i 2X4 III 4X8= 2X4111 3X5= 3X5= 2X4 III 4X8= 2X4 III 1 + t 1-6-0 iE 3X7= 3X10= 2X4 III 2X4 III 3X10= 3X7 0"12 2-6-12 L 2-6-12 2-7-8 2-4-2 2-9-0 2-6-12 .j___ 2-6-12 0"12 5-2-4 T 2-7-8 T 2-4-2 >le 2-9-0 5-2-4 .41,... 1< 18-1-2 Over 2 Supports2.1 R=1031 R=1031 W=3.875" Design Crit: I RC2012/TPI-2007(STD) ,�c� PRop t. 'LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02.ft i (�QV F�, `.te OR/-/1/-/-/R/- Scale =.375"/Ft. vss Components of Oregon (503)357-2118 `WARNINGI ea READ AND FOLLOW Alt NOTES ON THIS MARINO! 825 N 4th Ave,Cornelius OR 97113 ••INFORTANT• FURBISH TM's DRAPING TD ALL CONTRACTORS INCLUDING TME INSTALLERS, a11,/ 83294PE '�TC LL 40.0 PSF REF R7175- 2372 Trusses require extreme re In fabricating, handling, shipping, installing and bracing. Refer to end follow the latest edition of BOLSI(Building Component safety Information. by TPI and PICA) 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, ,041161 top chard shall have properly attached tached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF igi,l cal ling, Lon:atleve shown,rmr permanent lateral restraint or webs shall have bracing instal led par SCSI 12/05/2017 DRW CAUSR7175 17338323 ,4�� sacci ons B3, 87 or BtO, es applieabl Apply plates to each face cru and cosi Chon as saws above and an NI the'.Dint Dotal Is, unaesa nand dtawise. Refer ta'rawings,BBA_Z:':''::—.:'..='„::7'7".:;.. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a y failure of ITN Bui ne truss inecon Group Inc. shall not ba Wens shipping, from this tlrawing, any fel lure to build the truss in conformance with ANSI/TPI 1, or for handling, ani poi ng, AN ITW COMPANY Installation A bracing of trusses, 13 "SLY 14 zoo e TOT.LD. 57.0 PSF SEQN- 29302 • A.pe lb this droving or thee:design lifting The eIt IS i IndicatesMOO Of china.nee or oder art,structure re Is yss8e"Tar t� DUR.FAC. 1 .00 FROM BB A..eel on l ley drI•In dor cn•rasage l iin..h. tar sddrawin icy .e epta•.oleic t anon siengIs the 8351 Rovana Circle responsibility or m.Building Designer per ANSI/TPI t See.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites, Ai nine, ........_._.__._...---, ruin a r.. ....... _ . _ __..___. Rl9M4014a SPACING 74.0" ARFF- 1W6H7175793 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - EG ) 'op chord 4x2 HF #1&Bet. :T2 4x2 HF #2: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the ipecial loads appropriate span rated glue-nailed wood sheathing. (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 31.36 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 14 plf at 0.00 to 14 plf at 31.36 load applied per IRC-12 section 301.5. TC- 1153.74 lb Conc. Load at 13.14 Deflection meets L/480 live and L/360 total load. Creep increase 'russ must be installed as shown with top chord up. factor for dead load is 1.50. ** THIS TRUSS IS NOT SYMMETRIC --- INSTALL AS SHOWN ** 'RUSS IS DESIGNED ONLY FOR THE BEARING CONDITION AS SHOWN 2-9-0 16.5" 5-3-0 9.87 " 4.875" 1- -f - f- -f- 1- 12-10-10 -t-f- 7-10-8 f3011 Typ• 1 • 3X3. 3X3= 3X5= 3X5= 5X14= 4X8 W=3X5= 3X5= T2 3X5= �T�— '���ttt " 9-0-0 3X3= 3X5= 3X3= W=3X5= 5X4- 3X10= 3X7= 3X5= 3X10 L4-0-8 I< 11-5-8 >I-c 15-10-6 >t 0"12 2-7-8 11-6-0 2 6 12 _1_2-6-12 11 6 2-8-14 2-3-4 2-6-12 _1_2-6-12 y 2-7-8 �6„.6 2-7-8 2-6-12 _1_2-6-12 0"12 2-8-4 .T_-6-a` - 5-1-8 '111.,-6 W2-8-14 2-3-4 1.-c5-1-8 T 2-7-8 2-7-8 T 5-2-4 F31-4-6 Over 4 Supports >1 R=298 R=738 W=3.5" R=2967 W=5.5" R=726 W=3.875" Tote: All Plates Are 2X4 Except As Shown. sp PROp Design Crit: IRC2012/TPI-2007(STD) .c'{G� �SSi LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .0,e 4,444.0614Z_ p OR/-/1/-/-/R/- Scale =.2511/Ft. vss Components of Oregon (503)357-2118 l l" RENO AM FOLLOW ALL NOTES(IN/HIS d11rIN6I Y ar825 N 4th Ave,Cornelius OR 97113 ""nPORTANr" FURNISH THIS u's DRAWING To Acon^AeToas INCLUDING E INSTALLERS. LL 40.0 PSF REF R7175- 2373 RN Trusses require extreme tare In fabricating, handling, shipping. Installing and bracing. Refer to a.follow �/ IL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices for to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 0 PSF rigid ceiling. Locations hewn far permanent lateral restraint of webs shall have bracing Installed per Bcsl 12/05/2017 :C DL 7. DRW CAUSR7175 17338311 A r, ,L=)11 L `11 N E secthe ons 83, ai or B10.unle as appinoted Apply plates dr each race or aro position as down above and m II o the Joint Details. unless„ otherwise. Rarer to drawings l no-Z a responderdsibl platin positions. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of Ibu Building the Components Group Inc. shell not be responsible for any deviation from this tlrewirg, any failure to build the trona in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses. G 14Y140/454 0 TOT,LD. 57.0 PSF SEQN— 30857 " A mei an this drawing or cover papa listing this drawing, indicates aooapt nae of professional engineering S1 8351 Romana Circle responsibility solely BBuildii g s�AISI,TP1 1 Sec.z"'""'f this°r"'"°f"arm"t""`"•"`t11' Sell Tar�- DUN.FAC. 1 .00 FROM BB sactnmento,CA95828 For more information sea this Job's general nates page and these web sites: tn. Renewal 6/30/2018 SPACING 24.011 .1RFF- 1WfH7175773 THIS MG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - F ) 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging lot chord 4x2 HF #2 recommendations. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Ieflection meets L/480 live and L/360 total load. Creep increase factor for dead per IRC-12 section 301.5. oad is 1.50. Truss must be installed as shown with top chord up. 5-3-0 7_1875" 4.875" 13-0-0 --1-ft-f-.. 7-10-8 H I--30" Typ. { 3X7= 3X3= 3X5= W=3X5= 3X10= 3X3= 3X7= 1 -0 J -+ / / .i' / t 1-6-0 1 3X3= g 3X5= 3X10= 3X10= W=3X5= 3X7= A 3X5= 3X5 10-10-6 >i< 16-3-14 >1 0 124,2-6-12 _I_2-6-12 lg�6 2-6-12 _I_2-6-12 -2 6 12 _I_2-6-12 2-7-8 6"6 2-7-8 2-6-12 2-6-12 0 12 5-2-4 g.' 5-1-8 5-1-8 T 2-7-8 ., 2-7-8 5-2-4 27-2-4 Over 3 Supports I R=550 W=1.875" R=1846 W=5.5" R=818 W=3.875" Jote: All Plates Are 2X4 Except As Shown. 0 PRO 'LT TYP. ITWBCG Wave Design Crit: IRC2012/TPI-2007(STD) 4e:i F�ss> FT/RT=10%(0%)/4(0) 15.02.er ,CMPIE� p OR/-/1/-/-/R/- Scale =.25"/Ft. 'uss Components of Oregon (503)357-2118 'eWARNINGiee READ ND I>a.l.OR PLL Motes ON THIS DRAWING! l''' 825 N 4th Ave,Comelius OR 97113 .ottemTemo nMMISHMIS DRAWING toALL CONTRACTORSINCLUDINGTIE INSTALLERS. If 83294PE 41 TC LL 40.0 PSF REF R7175- 2374 Trusses require extremes care in fabricating, handling, shipping, installing and bracing. Refer to and follow ,,,•—: L 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WRCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. ap chord shell have properly attached structural sheathing and bottom chord shall have a properly attached i C DL 7.0 PSF rigid caning. Location:shown for permanent lateral restraint of webs Mall have bracing ln:taned per BC51 12/05/2017 DRW CAUSR7175 17338332 ,4 r, 1 O`�N� sacci ons 83, B7 ar 870, es epplirabl e. Apply pietas to each face or truss and position as shown above ane en I� L JRha j.eint Batail ,.nl�:anted Atha wise. Refer to 7:7:::,1.614b:':.:::—.:1°,7.7:7:0. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH Alire, a y vision of ITR Bul the Components Group rfor ippfrau this drawing. any failure to build see truss in conformance with ANSI/TPI 1, or for handling, shipping,ng, AN ITR COMPANY installation.bracing of trusses. /_ LY14,20 0 TOT.LD. 57.0 PSF SEQN- 29295 Y �'J fP a A anal on they solely or.heat saga shown. this uiit growing. indicates.bbahisnda of i gffaaaly structure engiis a $$e!1 f a DUR.FAC. 1 .00 FROM BB responsibility dr Ny for aha design aha.rl. the aulC1 Secy antl uaa of tllla of rl np f.f arpr I la the 8351 RovanaCircle responsibility of al.Building Designer per ANSI/TPI 1 Sab.z. saeamelllo,CA958zs a r For more information Awa tI w jobs general nates pages and these web site:: Renewal W30/2018 SPACING 24.0" .)RFF- 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - FGE ) 'op chord 4x2 HF #2 Full Height Blocking reinforcement required to lot chord 4x2 HF #2 prevent buckling of members over the bearings: Webs 4x2 DF-L Std/Stud bearing 1 located at 0.00' )eflection estimate assumes composite action with single layer of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ippropriate span rated glue-nailed wood sheathing. load applied per IRC-12 section 301.5. )eflection meets L/480 live and L/360 total load. Creep increase factor Truss must be installed as shown with top chord up. 'or dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All .asten rated sheathing to one face of this frame. connections to be designed by the building designer. 1 .5X3 III 1 .5X3 III 1 .5X3 III 1si 1-6-0 3X5-- I in 3X5 ** - 1-6-0 IC-- ( ) 6 i-i , 9-0-0 0-6-0r / 1 1 .5 3111 1 .5X3 III 1 .5X3 III 1-7-8 0-1-8 41_ 1-6-0 J 1-7-8 Over Continuous Support R=64 PLF W=1-7-8 Design Crit: IRC2012/TPI-2007(STD) ���0 PR�fiFS 'LT TYP. Wave FT/RT=1096(096)/4(0) 16.01 ..A • J.06NE . Se0 OR/-/1/-/-/R/- Scale =.5"/Ft. vssComponents ofOregon (503)357-2118 **NUMMI" OEM AND FOLLOW ALL NOTES IN THIS DRONING! 0 83294PE REF R7175- 2375 825 N 4t Ave,Cornelius OR 97113 ..11FORTARTe• MONISM THIS INURING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. . TC LL 40.0 PSF Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and follow IC the latest edition of SCSI(Building Component Safety Information, by TPI and RICA) for safety practices prior /". DL 10.0 PSF DATE 12/04/17 1. o performing these functions. Installers shall provide temporary bracing per SCSI. Unless toted otherwise, Yep chord shall have properly attached structural sheathing and batten chord shall have a properly attached :C DL 7.0 PSF rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 12/05/2017 DRW CAUSR7175 17338316 ,4��^`� II he ionsJoin 83, ai or unless as applicable.other. Apply ferias to each race of Truss and position as shown above and on 11 rte+ she pint Details. unita9 noted rte i,e. Refry tr d swings,GGA_Z for standard peaty positions. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT I I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to bused the truss in conformance with ANSI/TPI ,, or for handling, shipping, ,�E�L AN ITW COMPANY installation.bracing of trusses. 5 `�Lr 14,206% TOT.LD. 57.0 PSF SEQN— 34167 m A Gaal cn hal drraing or cover page Mating this drawing, Indlcabs acceptance of professional engineering Y� . rMpohrebl a Ity solely,",f the design.,aa,. »,.suitability,.a h..of the.drawing fan.hey etneotla•Is the V s 11 Tar -� DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responsibility of the Building beeign.r per mown.' 1%.e.2. &e ll For more information arc this Job's general ,.rtes past and these web sites: a..I,e..,.I Rtam9n1tt SPACING 24.011 .JRFF- 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - FGEB) 'op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 8 plate(s) require special positioning. Refer to scaled plate lottom chord checked for 10.00 psf non-concurrent bottom chord live plot details for special positioning requirements. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. sheathing is required for any longitudinal(drag) forces. All connections Fasten rated sheathing to one face of this frame. :o be designed by the building designer. 1.5X3 III 1 J U U - 1-6-0 0-4-0 1-6-0 I I I f 7 1 1 1 1 1 ! 1 1 1 I n - 9-0-0 /.%�%/,%// / // ////%/%//////// 3X5= 3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) -3X5(**) =3X5(**) =3X5(**) = 1.5X3 III W=3X5 I- 12-6-8 J R=40 PLF W=20-3-0 Jote: All Plates Are 2X4 Except As Shown. C1PRO Design Crit: IRC2012/TPI-2007(STD) 0 fiF44% sj LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .rA s,L3 1�� 1:0 OR/-/1/-/-/R/- Scale =.4375"/Ft. vssComponents ofOregon (503)357-2118 **WARNINGI** WAD AND F0.LGN ALL WOTES ON THIS OWNING! IL 0 825N4th Ave,Cornelius OR97113 **IIPONTANt. FURNISH THIS ll Is DIING To ACONTRACTORS INCLUDING THE INSTALLERS. 1.11 88294PE TC LL 40.0 PSF REF R7175- 2376 16 Trusses require trema re in fabricating, handling, shipping, installing and bracing. Refer to and follow - a the latest edition of BCSI(Building Component Safety Information, by TPI and RICA) for safety practices prior /". DL 10.0 PSF DATE 12/05/17 o performing these functions. installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chard shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 12�05�2Q17 :C DL 7.0 PSF DRW CAUSR7175 17339013 ,4�� Q sections B3, 87 or 810, as applicable. Apply plates t0 each face of trussand position as shown above and on of H7,:,---a.::::7. enolo Detains, 7.,-7;::::°:::7: nhass.,Dred otharwlsa. Refer to drawings iBOA_Z fortaroard plata positidro. BC LL 0.0 PSF CA-ENG JCJ/RTT Aipla division of ITU Building Companents G oup Int. s all hat eapooalble far an devlatlan from this OREGON drawing, any failure to build the truss in conformance with ANSI/Tp! 1, or for handling, shipping, AN ITW COMPANY Instal lotion A bracing of trusses. `k?14,24� 0 TOT.LD. 57.0 PSF SEAN- 97550 A owl an this awing or weer page Bating this drawing, indicates aeeapvhw of professional engineering a 8351 Rovana Circle responsibility o"n:for design .gna�ANSI/TPI Isuitability. .,a aw of�,Is drawing for«O,.tr,h.tar.I.the *sell Tat`-� DUR.FAC. 1 .00 — FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: Rvenahral R)AO/2W11R SPACING 24.0" .JRFF- 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - I ) 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging lot chord 4x2 HF #2 recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the appropriate 'his truss spaced E 24.0" OC supports additional concentrated load at left end span rated glue-nailed wood sheathing. 'rom 8.00' stud wall (10.00 PSF) supporting 2-0-0 roof spans with 1-0-0 overhang. :oof load: 25.00 psf LL and 15.00 psf DL. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. lottom chord checked for 10.00 psf non-concurrent bottom chord live load applied ler IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. 'russ must be installed as shown with top chord up. nstall truss oriented as shown. __= DO NOT REVERSE ___ 17" H (- 6-9-6 .....k1- 10-6-6 r 30" Typ. I 2X4(**) III 3X3= 2X4111 3X5= 2X4 III 2X4 III 3X5= 3X3111 3X37.-- 2X4111 1-6-0 \lis1 - -fig-o-o II 2X4111 3X3= 3X5= 3X7= 3X5= 3X3- L1-4-63-1.< 11-10-8 ,Lc.3X3= 5-5-14 >1 ,C 1-7-2 ,j 2-6-12 J_ 2-6-12 1-6-8 < 2-6-12 J_ 2-6-12 1114 2-6-12 _I_ 2-6-12 1-7-2 5-1-8 11-6-8 5-1-8 T 1 �4 5-2-4 18-8-12 Over 3 Supports >1 R=1184 W=5.5" R=1130 W=3.5" R=285 W=1.875" �Ep PROpp Design Crit: IRC2012/TPI-2007(STD) 4 S 'LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02.',1� e,d6N --we, OR/-/1/-/-/R/- Scale =.375"/Ft. vssComponents ofOregon (503)357-1118 ';WARNINGI•• READ AN)FOLLOW ALL MITES a THIS aAWINGI ��`J ' REF R7175- 2377 825 N 4t Ave,Cornelius OR 97113 **IIPIRTANr' FURNISH THIS BENDING To"u caTrprcTans INCLUDING THE INSTALLERS. L_7 832SAPE \I TC LL 40.0 PSF Trusses require extreme tare In fabricating, handling, shipping, installing and bracing. Refer to and follow jI_• id.°.. DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building ent Safety Information. by TPI and NTCA) for safety practices prior _ to performing thane functions. Installers shall provide temporary bracing per SCSI, Unless noted otherwise, top chord Shall have properly attached structural sheathing and bottom chord=hall have a properly attached :C DL 7.0 PSF rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have bracing installed per BCSI 12/05 2017 DRW CAUSR71 75 17338317 �L���N sections B3, B7 or 810. as applicable. Apply plates to each face of trussand position as shown above and on J7.,::-.-:,-,:::-....-0",'7T%, ted etharwi,a. Rafar to drawing,1BbA-Z fartantlard plata pa,ltia7t. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH 1 failure bu Bui the truss in con Group Inc, shell not ba respond baa Tor , s shipping, from this drawing, any failure to builtl sea cross in conformance with ANSI/TDI 1. or for handling, snipping, AN ITW COMPANY installation.bracing of trusses. `�jLY 14,sod' TOT.LD. 57.0 PSF SEQN- 29300 A.«i lb this IYe/iT0 or raver pogo i i.$).p this It ing.blI l Indicates ireat'alero•of professional .etla..rirp �s`g JI Tari'14 DUR.FAC. 1 .00 FROM BB ....sensibility solely Pb,the design an er per The suitability and use or this erwiag ren any structure is the 8351 Rovana Circle responsibility or the lauding Designer pr/YR1/TPI s.e.z. e Sacramento,CA95828 For more information see this Job's general notes page and these web sites: Rennural RIAfVlt11R SPAC 1 N(; 24_0" 1RFF- 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - K) "op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the his truss spaced @ 24.0" OC supports additional concentrated loads. At appropriate span rated glue-nailed wood sheathing. eft end: 8.00' stud wall (10.00 PSF) supporting 2-0-0 roof spans 1/1-0-0 overhang. At right end: 8.00' stud wall (10.00 PSF) supporting Bottom chord checked for 10.00 psf non-concurrent bottom chord live !-0-0 roof spans with 1-0-0 overhang. Roof load: 25.00 psf LL and 15.00 load applied per IRC-12 section 301.5. Isf DL. Deflection meets L/480 live and L/360 total load. Creep increase Fuss must be installed as shown with top chord up. factor for dead load is 1.50. lsymmetric truss design-Do not install end-for-end. 6-9-6 1- 17" + 6-0-8 H F. 30" Typ. 3X3 3X3= 1.5X3 III 3X5— 1.5X3 III 1.5X3 III 3X5 1.5X3 III _i 1 ,%%N - 1-6-0 n1-6-0 ��I 9-0-0 If 1.5X3111 3X5- 3X3- 1.5X3 III 3X7'-- 3X7--- LE X7=LE 1-4-6-1 1.13.8.1 1- 1-7-2 2-6-12 5-1-8 ?-g-1? 1 6-8 'I` 2-6-12 5 1-8 2-6-12 110"4 E 14-2-14 Over 2 Supports f >1 R=1224 W=5.5" R=1079 W=3.5" Design Crit: IRC2012/TPI-2007(STD) Eo PROyr .S 'LT TYP. Wave FT/RT=109(1 096)/4(0) 16.01 . -`_ sg,F'!'��� S OR/-/1/-/-/R/- Scale =.4375"/Ft. 825 N 4tponents of meliusn (503)357-1118 aaMIARNI RNI H READ AND NG TO ALL ONTRA a THIS ORALUDIIN6i Ui 3 TC LL 40.0 PSF REF R7175- 2378 825 N 4th Ave,Cornelius OR 97113 aallpamame FURNISH THIS DRAWING 1D ALL INCLUDING TME INSTALLQB. 44 83294PE Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer to and follow , the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior iL 46 �t DL 10.0 PSF DATE 12/05/17 performing these Functions. Installersshallprovide temporary bracing per BCSI. Unless noted otherwise, 00.°°"-- to top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached „0411161 rigid ceiling. Locations sham for permanent lateral restraint of webs shall have bracing installed per Ro BC DL 7.0 PSF DRW CAUSR7175 17339014 ��01J� sacci ons 83, 87 or 810, es applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 the Joint Details. unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. G 1 Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG J CJ/RTT drawing, any ilure to faWild the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN iTW COMPANY Installation.bracing of trusses. CTOT.LD. 57.0 PSF SEQN- 136871 r A. l on this drawing or cover peg.listing this drawing, lndewmonotone*monotone*x wwl e profiel engineering G �LY 14,20�, responsibility**loll.Tor til.design.howl. 11»suitability end use of this drawing for any structure le the FROM BB 8351 RovanaCircle r..pa"elbliity of the Building Dwlghor per ANSI/TPI 1 Sec.2. *Sell Tar. DUR.FAC. 1 .00 Sacramento,CA95828 For more information sea this Job's general ..etas page and ossa web sl tea: V SPACING N(' 24 ft 1RFF 1WRH717S72 m,. .. --- were.. ..t page -__. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - KGE ) 'op chord 4x2 HF #2 See detail STRBRIBR1014 for bracing and bridging recommendations. lot chord 4x2 HF #2 Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the appropriate wee span rated glue-nailed wood sheathing. 9 plate(s) require special positioning. Refer to scaled plate ilot 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. leflection meets L/480 live and L/360 total load. Creep Increase factor for dead oad is 1.50. Truss must be installed as shown with top chord up. sheathing is required for any longitudinal(drag) forces. All connections to be Install truss oriented as shown. === DO NOT REVERSE _ lesigned by the building designer. '_ SPECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) 'C - From 124 PLF at 0.14 to 124 PLF at 14.38 IC - From 7 PLF at 0.14 to 7 PLF at 14.38 lo additional concentrated load carried on cantilevered end. 3X3= 1-0-0 1-6-0 - - - - - - - - - - — 3X5= 1-6-0 1 VIS I I I I I I I 11 I { I I 11 I 111 `� 0-6-0 3X5= 3X5=/////��/ .. /���// ��// / ���� ���/// 1 — ** _ ** _ 3X5(**) 3X53X5 = ** ----- 1-<--1-4-6- 13X3 3X5( ) — 3X5( ) — **) ( ) 3X5( )1-7-14 3X5= 3X5(**) = 3X5(**) = 3X5(**) 12-7-0 JJ 1-7-2 12-7-12 '1 0-1-81-o-s u— �v1d— 12-7-0 J 14-2-14 Over Continuous Support I R=145 PLF W=12-10-8 tote: All Plates Are 1 .5X3 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) 'FC FF 'LT TYP. ITWBCG Wave FT/RT=10%(096)/4(0) 15.02.�R�f„ye pips rd' OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-7118 " ID WARNING!" READ AFOLIAR ALL NOTES ON TINS ORNEINGI w 825 N 4th Ave,Cornelius OR 97113 eeINP01[rANree FURNISH TWOS DRAWING To Ali cwmACTORS INCLUDING TNM INSTALLERS. /C��9 (G � TC LL 40.0 PSF REF R7175- 2379 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Barer to and fellow e1V 83294PE the latest edition of BC51 (Building Component Safety Information, by TPI and WTCA) for Safety practices prior LC /.. J DL 10.0 PSF DATE 12/04/17 o performing Chess functions. Installers shall Provide temporary bracing Per SCSI. Unless noted otherwise.e, op chard shall have Properly attained structural sheathing and bottom hard Shell nava a properly attached BC DL 7.0 PSF W. gid ceiling. io' ons shown nor Parmare,rc lateral restraint of webs shall have bracing instal led par DRW CAUSR7175 17338314 ,4 f �� sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 12!05!2017 �I Cha.saint Betel le. enlaae noted nth.a.,,l,a. Rafar Co drawin ,BGAZ far standard plata pa,f Clore, BC LL 0.0 PSF CA-ENG GWH/GWH Alps re, a tlivislon of ITYI Buf ltling Colipments Group Inc. shell not be resporeible Tor any tlevf aClon Prom this OREGON drawing, anyfailure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, �g� AN ITW COMPANY installation a bracing of trusses. .�I/ TOT.LD. 57.0 PSF SEQN- 29374 A...I on this treeing or cover pea listing this drawing, Indicates acceptance of professional engineering /- 4LY 14,20� • responsibility solely for the design shown. The.,ltabli Ity and i.e of this finning for erg structure,s tn. VS. t DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle r«pwlbll ley of w Building Designer per Alal/rpl ,S.e.z. $ell Tar saol>tmegw,Cn9sszs Far more Information Sae this general notes page and sheat web sites: SPACING 24.0" .)REF- 1WAH717572:i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - G ) 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging lot chord 4x2 HF #2 recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the appropriate legative reaction(s) of -442# MAX. (See below) from a non-wind load case requires span rated glue-nailed wood sheathing. Iplift connection. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied reflection meets L/480 live and L/360 total load. per IRC-12 section 301.5. :reep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. ;PECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) -C - From 100 PLF at 0.00 to 100 PLF at 12.59 IC - From 14 PLF at 0.00 to 14 PLF at 12.59 "C - -1160 LB Conc. Load at 2.58, 10.01 5-4-8 22.125" _1, 5-4-8 H I30" Typ. 1 .5X3 III 3X7= 2X4 III 2X4 III 3X7.- 1 .5X3 III 1-6-0 [' ___,-------' ... -.- 9-0-0 3X7= 3X7= 3X5 3X5 dlr _ O„12 2-6-12 5-2-4 2-6-12 2-1-2 2-8-4 5-3112 2-6-12 F 12-7-2 Over 2 Supports i R=718/-442 W=5.5" R=7180/-442 Design Crit: I RC2012/TPI-2007(STD) •<lee' PROF-ss 'LT TYP. ITWBCG Wave FT/RT=10%(0% /4(0) 16.01 .14445d4 N�fi 1) OR/—/1/—/—/R/— Scale =.5"/Ft. vss Components of Oregon (503)357-2118 ••wARwINGI•• READ AroRUM ALL NOTES aNMIS oNAwIN61 • 83294PE + REF R7175— 2380 825 N 4th Ave,Cornelius OR 97113 " NT' IMPORTA • FURNISH THIS mAam ING ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 40.0 PSF Trusses require extrema care in fabricating, handling, shipping, Installing and bracing. Refer to and follow •G / C L 1 0.0 PSF DATE 12/04/17 the latest.edition of BCS1 (Building Component Safety Information, by TPI and NTCA) for safety practices prior o performing these functions. Installers shall provide temporary bracing per Bcsl.r Unless noted otherwise, to chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached C DL 7.0 PSF rigid ceiling. Locations sham for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 DRW CAUSR7175 17338319 A rh 1 O`0 N the oin 8D a7 or B10unless as Applicable.Othie. Apply places to each face of truss and rdsitfte as shown above and on I'I II'L L J NE the paint Details, not 11 road athwrwipo tsfl <a drawshangsll no_Z far standard Plates any devias. tion OREGON C LL 0.0 PSF CA—ENG PBC/RTT Alwin, a division of IbN ldf Idiot Components Group Inc.In w. hhAN not b1 Tor for responsible fon ons tlpping,on framr this tlnstell, any failure to build the truss in conformance with ANSI/TPI 1, a for handling, shipping, AN ITWCOM194NY installation.bracing of trusses. "'Ly 14,20' 0 TOT.LD. 57.0 PSF SEAN— 39735 A seal on u1R*winger cover pegs listing this drawing, Indicates RRaePC.maR of proM1wlawl engineering s�e1�Thr c _ 8351 Rovana Circle responsibility tsolely feII ie g design ANSI/Tel 11° .2.w u...r this drawing for.ro .er.igttr.1.w DUR.FAC. 1 .00 FROM BB Sacmmemo,CA 95828 For more Information see this Job's general ' notes Page and these web sites. SPACING 24.0" IRFF- 1W6H7175723 a,.K. .. .. . Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - G1 ) 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging lot chord 4x2 HF #2 recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the appropriate lottom chord checked for 10.00 psf non-concurrent bottom chord live load applied span rated glue-nailed wood sheathing. ler IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead russ must be installed as shown with top chord up. load is 1.50. 5-4-8 22.125" _Is 5-4-8 H 30" Typ. J 1 .5X3 III 3X5= 2X4 III 2X4 III 3X5 1 .5X3 III 1-6-0 9-0-0 3X5= 3X5= 3X5= 3X5= 0„12 0„12 iiir 2-6-12 5-2 4 2-6-12 J_ 2-1-2- - 'T` 2-8-4 5-3-12 2-6-12 12-7-2 Over 2 Supports R=718 R=718 W=5.5” /Lep PROP„ Design Crit: IRC2012/TPI-2007(STD) .(�G SS, 'LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02.4,44114r CdNE• �O OR/-/1/-/-/R/- Scale =.5"/Ft. -uss Components of Oregon (503)357-2118 wm111ARNINGI em READ APD FELLOW ALL NOTES ON THIS OWING! 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.* FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. � TC LL 40.0 PSF REF R7175- 2381 Trusses require extreme re in fabricating, handling, shipping, Installing and bracing. Refer to and follow C IL 1 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building component Safety Information, by TPI and WTCA) for safety practices for o performing these functions. Installers shall provide and bottom chord shall have a properly attached rovide temporary bracing per SCSIs Unless noted otherwise, iallilikh fop Chord,hall have properly attached structural rigid ailing. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 C DL 7.0 PSF DRW CAUSR7175 17338315 ,4 f Q 1 sections 83. 87 or B,o, as applicable. Apply plates to aeon of trussand position as shown above and on (I i=i) I tna�alnt gatalls. enle�,btmd etnarwi=e. Rafar to 7---.7,7°:.:z.:-: rawings,BGA-Z fdrtandard plata paaltld�. OREGON :C LL 0.0 PSF CA-ENG GWH/GWH Alps re, a division or ;w Building=--.nts Group Inshell not be responsible far any deviation tram this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for Handling, shipping, AN ITW COMPANY inate IIatIon.bracing or trusses. G 114X14,2146 �0 TOT.LD. 57.0 PSF SEQN- 29334 A semi on Nie treeing or ewer page listing this drawing, Indicates acceptance of profwesion.I engineering N1...of this drawing for any.tnvotur.e design shown. The suitability and • responsibility solely for on. *sell Tan DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle reepoeeRr ,b,lity of the ulldinp Designer pANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these a er. web sites: Renewal 6/30i2018 SPACING 24.0” JRFF— 1WFiH7175773 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - C) 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 DF-L #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lottom chord checked for 10.00 psf non-concurrent bottom chord live appropriate span rated glue-nailed wood sheathing. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase 'russ must be installed as shown with top chord up. factor for dead load is 1.50. 30" Typ. l 1.5X3 III 3X5= 3X3= 1.5X3 III 3X5= 1.5X3 III 1-6-0 f I DO +9-0-0 V 3X5--- 3X5. -- 3X7-m- 3X5 2-7-8 5-2-4 2-6-12 >1-.. 2-7-8 2-7-8 4c 7-f,-12 5 12-4 ?-7-g 13-0-0 Over 2 Supports R=741 R=741 /kIE,D PROF Design Crit: IRC2012/TPI-2007(STD) 4 S'4 'LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .i % Gi N!C4 �Og OR/-/1/-/-/R/- Scale =.4375"/Ft. "•NARAItKiI READ Aro vauae ALL Notes ON THIS OWING! 83294PE - TC LL 40.0 PSF 825N4thAve,sof Cornelius 971157-_lt8 ••INPORrAtrt•e FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLER: REF R7175- 2382 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme cera In fabricating, hantlli,g, shipping, installing and bracing. Refer to and follow LC '— the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior C IL 10.0 PSF DATE 12/05/17 o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. to chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCsi 12/05/2017 CDL 7.0 PSF DRW CAUSR7175 17339015 A LP)[I N E sections Ba, ai or unless as applicable. Apply plates to each face toll and position as sloven above and m LP) tAl paint Details, uof IT nBteduil otherwise.Components tsfGr to drawngsshe l not a forstandardplate any deviation OREGON :C LL 0.0 PSF CA-ENG JCJ/RTT Alwin, a division of Ib8 di t ussp Inwcos orman Inc.In w. shall not be responsible h n fon airy ipping,on frail this drawing, any failure to build the truss In conformance with ANsI/TPI 1, or for handling, shipping, G AN ITW COMPANY Installation a bracing of trusses. G `U&r 14,2GU" cg, TOT.LD. 57.0 PSF SEQN— 136864 A.vel anthill.aYwlnB er cover page lifting this drawing, indicates aaeaptanw of prehael alai engineering �$I a for the 8351 Rovana Circle responsibility of`sir Bal I°ing Dae design ANSI/,W;`I SK`z"'°""of this°"""°'"r any structure I."" e11 Tar DUR.FAC. 1 .00 FROM BB Sacramento,CA95R2R For more information was rola Jabs general nates page and these web altew: Renewal 8/30/2018 SPACING 24.0" .1RFF- 1WfH7175723 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - L ) op chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied lot chord 4x2 HF #2 per IRC-12 section 301.5. Webs 4x2 DF-L Std/Stud Deflection meets L/480 live and L/360 total load. Creep increase factor for dead -russ must be installed as shown with top chord up. load is 1.50. E. 2-9-0 17" F_ 2-9-0 H F30" Typ. H 1 .5X3 III 3X3= 3X3= 1 .5X3 III — — 1 1-6-0 1-6-0 i - — — i WI 9-0-0 Alai. c_...;) 1 .5X3 III 1 .5X3 III 3X3 3X3= 2-8-4 1-6-8 2-7-8 2-8-4 2 6-11-0 Over 2 Supports R=394 W=5.5" R=394 ggp PROP,. Design Crit: IRC2012/TPI-2007(STD) .4' SS LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02..€ i,CkPiF0 /O OR/-/1/-/-/R/- Scale =.5"/Ft. vssComponents ofOregon (503)357-2118 eeWAANINGIee aero APO FOLLOW ALL rotes ON THIS oRf/INGIn ' 825 N4th Ave,Cornelius OR 97113 eaIWORTANre FURNISH THIS DRONING TO ALL COINRACTGNS INCLUDING tNB itemu ns. i 83294PE 'T r TC LL 40.0 PSF REF R7175— 2383 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior /'�•� IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, Aliilikk top chord shall have properly at tached structural sheathing and bottom chard shall have a properly attached rigid ceiling. locations show„for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 :C DL 7.0 PSFDRW CAUSR7175 17338330 All �O`J sections B3• B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on ,4 A (I the,dint Details. unless noted otherwise. Refer to drawings 160A-Z for'standard plate positions. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of ITW Building Components Group Inc. shell not be responsible fpr airy deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN iTW COMPANY i�telladen.bracing of trusses. 4r 14,2 e TOT.LD. 57.0 PSF SEAN- 29282 . A s.sl .n this droving or.over page listing this drawing, indi..e...ee.pt.noe of professional engineering 3 r r..p.rl.ieiiley solely fer eNe d..i pl sheen. The suitability and w..f this drawing nor.11y structure I.lir 8351 Rovana Circle reeven.lbility or see Building Designer por ANSI/7p1 1 s.e.z. ell Ta DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see this Job's general netts page end theme web sites: Renewal 8/30/2018 SPACING 24.0" 1RFF— 1W61-17175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - LGE ) 'op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the appropriate lot chord 4x2 HF #2 span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (t4) 5 plate(s) require special positioning. Refer to scaled plate lottom chord checked for 10.00 psf non-concurrent bottom chord live load applied plot details for special positioning requirements. ler IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead russ must be installed as shown with top chord up. load is 1.50. Iheathing is required for any longitudinal(drag) forces. All connections to be Fasten rated sheathing to one face of this frame. lesigned by the building designer. F-1-4-0, 0-2-14 II 1.5X3 III j U 1 - 1 1-0-0 1-6-0 I 1-6-0 . 1 1 1 1 I I I 1 1 I I 0-4-8 I - 0-6-0 ;/ /// //////// / ///// 3X5= 3X5(**) = 3X5(**) =X5(**iXS(**) = 3X5(**) = 1 .5X3 III W=3X5 0-1-8 .11_ 8-4-6 1 1< 8-5-14 Over Continuous Support R=64 PLF W=8-5-14 Jote: All Plates Are 2X4 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) A, fi�Ss, 'LT TYP. ITWBCG Wave FT/RT=1096(0%)/4(0) 15.02.ee Ai,G N F_ iQ OR/—/1/—/—/R/— Scale =.511/Ft. ••WARNINGI•• READ A10 Fp4 ALL NOTES ON THIS EW NGI •• 825 Notponve, of Cornelius 971157-_118 ••IIrOREANr• FINNISH THIS OWNING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. +iN TC LL 40.0 PSF 826 x 4th Ave,Gemellus oR 67113 _ �� REF R7175— 2384 Trusses require extreme re In fabricating, handling, shipping, installing and bracing. Refer to and follow le ,„---- theL 10.0 PSF DATE 12/04/17 latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior n to performing these functions, tlnstallers shell provide temporary bracing per SCSI, Unless noted otherwise, — top chord shall have properly attached structural sheathing aro bottom chord shall have a properly attached C DL 7.0 PSF ,.00111161 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS1 12/05/2017 DRW CAUSR7175 17338313 ,4 S �O`Q sections B3• 87 or 1310, as applicable. Apply plates to each face of antl position as shown above and on II 3 the Joint oxtail,, unleaw oared tltharwlse. Rafar to drawings 1BGA-Z fer'gtandard plata poaitlo:. OREGON BC LL 0.0 PSF CA—ENG GWH/GWH Al pi re, a tlYvl slam of ITW Build irg Cbmponents Gra+p Inc. shell not ba responn ibla fw alny tlavlation frau this drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. `?/Ly 14,2004 ,0 TOT.LD. 57.0 PSF SEAN— 29377 • A awl an this drawing Cr cover paps listing this drawing, Indicates acceptance of professional engineering 5 _ 8351 Rgvana Circle responsibilityesolely t &sli.�p De.i shown.ANSI/TPI 1 Sec.Z and use of this drawing..r.,b structure r.i.M. e 1 I Tan DUR.FAC. 1 .00 FROM BB secr,mento CA 95828 For more information see this job's general notes page end these web sites: Renewal 6/30/2018 SPACING 24.0" .JRFF- 1W6H7175773 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ;0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - HG) op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud Special loads lottom chord checked for 10.00 psf non-concurrent bottom chord live (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) oad applied per IRC-12 section 301.5. TC- From 50 plf at 0.00 to 50 plf at 7.46 BC- From 7 plf at 0.00 to 7 plf at 7.46 )eflection meets L/480 live and L/360 total load. Creep increase factor TC- 218.76 lb Conc. Load at 1.60, 3.60, 5.60 'or dead load is 1.50. Truss must be installed as shown with top chord up. 2-9-0 23.5" 2-9-0 F. 30" Typ. 1.5X31 ii 3X5= 3X5= 1.5X3 III I 1-6-01-6-0 i .. 9-0-0 1.5X3 III 1.5X3 Ill 3X5= 3X5= 0"1 02 2-8-4 2-1-0 'I` 2-8-4 �I 2 k7-5-8 Over 2 Supports R=552 W=5.5" R=530 Design Crit: 1RC2012/TPI-2007(STD) le' PROfi%SS, 'LT TYP. Wave FT/RT=1096(0°6)/4(0) 16.01 ..,1 $,e.1Ci3NE, 'b OR/-/1/-/-/R/- Scale =.4375"/Ft. ussComponents ofOregon (503)357-2118 •;11ARNINNI N HIS Aro NG 10 ALL NOTES TO S IN UDING et '� TC LL 40.0 PSF REF R7175- 2385 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.. FURNISH THIS°a"1NB To ALL CONTRACTORS INCLUDING me INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component safety Information, by TPI and IRC,) for safety practices prior IL 10.0 PSF DATE 12/05/17 to performing these functions. Installers shall provide temporary bracing par BCSI. Unless noted otherwise, op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17339016 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS1 12/05/2017 f• sections 83, 87 or 810, as applicable. Apply plates to each face of trussand position as shown a Ail Lp I1 r� Ila the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard above and on J tandard plate positions. OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT f=i II �J Alpine, a division of ITM Building Components Group Inc. shell not be responsible for any deviation from this drawing, anyfailure to!wild the truss In conformance with ANSI/TPI 1. or for handling, shipping, AN iTwCOMPANY Installation.bracing of trusses. `14Y 14,2664/ ,m, TOT.LD. 57.0 PSF SEQN- 136873 e A vel on this drawing or never pegs lifting this drawing, Indicates acceptance of professional engineering 8351 Rouen Circle responsibilitysolely ttBuileding design Designer per'ANSI/TPI 1 S..2 wB bw of emoting for.ro structure I.tn. sSe88 Tent DUR.FAC. 1 .00 _ FROM BB Sacramento,CA 95828 For more information see this jobs general notes page and these web sites: Renewal 613012018 SPACING 24.0" .JRFF- 1W6H7175793 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - H) op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud :W5 4x8 DF-L Ripped: Bottom chord checked for 10.00 psf non-concurrent bottom chord live )eflection meets L/480 live and L/360 total load. Creep increase factor load applied per IRC-12 section 301.5. 'or dead load is 1.50. Truss must be installed as shown with top chord up. :T) REFER TO DRAWING #TRIMPARA1014 FOR TRIMMABLE END DETAIL NAILING SCHEDULE. 2-9-0 17.5"1 Is �- OF-8-1-2 F30" TYP. 1.5X3111 3X3= 2X4 HI - LI 1 1-6-0 [T] 1-6-0 001.11.11111 li - e 4.rN 9-0-0 3X3= 1.5X3 III 2X4 III I, 2-8-4 _I_ 1-5-0-J F4-1-4 Over 2 Supports R=219 R=249 Design Crit: IRC2012/TPI-2007(STD) Eo PROP . 'LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .ed!,..l7 .+A I{•PIIIiih,. S OR/-/1/-/-/R/- Scale =.4375"/Ft. vss Components of Oregon (503)357-2118 **MINING!" READ NO FOLIA ALL Nara ON THIS DENING! U 825 N 4th Ave,Comelius OR 97113 eeINFONTANre FURNISH THIS DRAWING To ALL cconiuCTONs INCLUDING THE Immures.res. TC LL 40.0 PSF REF R7175— 2386 141a Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 53294PE the latest edition of nos' (Building Component Safety Information, by TPI and RICA) far safety practices prior P��ter,.. DL 10.0 PSF DATE 12/05/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached rigid ceiling. Locations shown permanent lateral restraint of webs shall have bracing installed per RG BC DL 7.0 PSF DRW CAUSR7175 17339017 .. sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shows,above and do �o)El r� l the Joint Details. unless noted otherwise. Refer to drawings loon-Z for standard plate positions. 1212/0/2017 BC LL 0.0 PSF CA-ENG JCJ/RTT All I �JIE Alpine, a division of ITW Building Components Group shall net 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 STWCOMPANY installation bracing of trusses. L` TOT.LD. 57.0 PSF SEQN- 96718 • A sail on this drawing or cover pegs listing this drawing. Indie.t s.ee.pt naw Sr prof a.I.n.i engineering 4 41LY 14,208 f r..penalell Ity solely rer the design.noun. Th.Con ciSSty end we or this,drawing for any structure S.UN s ♦ DUR.FAC 1 .00 FROM BB 8351 Rowena Circle raspml.ieilley of til.Building Designer per AN41/TPI 1 Sae.2. eel,Tan Sacramento,CA 95828 _For more information see this Jobs general notes page and these web sites, SPACING 24.0" JRFF- 1W6H7175773 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - IGE) 'op chord 4x2 DF-L 2400f-2.OE See detail STRBRIBR1014 for bracing and bridging recommendations. lot chord 4x2 HF #2 Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. ipecial loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) (I) - plates so marked were sized using 0% Fabrication TC- From 100 plf at 0.00 to 100 plf at 18.71 Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning BC- From 14 plf at 0.00 to 14 plf at 18.71 Tolerance. TC- 365.00 lb Conc. Load at 0.23 TC- 529.71 lb Conc. Load at 14.48 (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. lottom chord checked for 10.00 psf non-concurrent bottom chord live load 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. russ must be installed as shown with top chord up. symmetric truss design-Do not install end-for-end. 30" Typ. ,1 1.5X3111 3X5= 3X3= 1.5X3111 3X32E 4X5= 8X8 III 3X3= 1.5X3111 1 1 1_6-0 1-6-0�I I I 3X5= /////% �//// //// / / ///�j/ 4X12= 3X3- 3X5= ( ) 3X5(5 ) =EE 3X2(4*111(I) = 3X5(**)(I) =3X5(**) -3X5= 3X3= ** 2X4 III 3X5(**) 1-6-0—>i 9'612 2-8-4 T 2-3_4 2-7-8 2-F-12 1 8 2-6 1? 1-3-8r.1_ 1-1(1-4 _4_8_8 2-s-12 0���2 Fc 18-8-8 Over 2 Supports �7{ R=215 PLF W=12-2-0 R=407 Design Crit: I RC2012/TPI-2007(STD) I�1�t�PROFS+ 'LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .'( O dei . % OR/-/1/-/-/R/- Scale =.4375"/Ft. -ussComponents ofOreon (503)357-2118 **RIIRNINGI** REPO NO FOLLOW ALL NOTES ON THIS CRJWIINGI (� 825 N 4th Ave,Comelius O 97113' eI TANree FURNISH MIS DRAWING To NA.CONTRACTORS INCLUDING TIIE INSTALLERS. R - 83294PE 'Q ? TC LL 40.0 PSF REF R7175- 2387 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow � - DL 1 0.0 PSF DATE 12/05/17 the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, adilkil top chord shall have properly attached ttohed structural sheathing and bottomchord shall have a properly attachedBC DL 7.0 PSF DRW CAUSR7175 17339018 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per ens! sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 ,4-_,P1 N la the.loin Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG J CJ/PTT Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, anyild b failure to uhe truss in conformance with ANSI/T01 1, or for handling, shipping, AN ITR COMPANY installation A bracing of trusses. /3 "L r TOT.LD. 57.0 PSF SEQN- 96738 w A a..) on tri.drawing or cover me listing this drawing, Indicts.me.pt rom of profe..Is,.I engineering 4 �Y 14,'l� t® 8351 Rovana Circle r= .IDIII solely U ��Id g A)I/ I1suitability "" drawlro for.y the `rS@11 Tart DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web sites: SPACING24.0" 1RFF 1WfiH7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - MG ) 'op chord 4x2 HF #2 Special loads lot chord 4x2 HF #2 (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Webs 4x2 DF-L Std/Stud TC- From 100 plf at 0.00 to 100 plf at 5.49 BC- From 14 plf at 0.00 to 14 plf at 5.49 lottom chord checked for 10.00 psf non-concurrent bottom chord live load applied TC- 394.25 lb Conc. Load at 1.15 ler IRC-12 section 301.5. _ Deflection meets L/480 live and L/360 total load. Creep increase factor for dead russ must be installed as shown with top chord up. load is 1.50. 1-2-8 18.375" 2-9-0 -I 11.5" TYp• t- .1 3X5(R) III 3X3 III 3X3= 1 .5X3 III 1 I 1-6-0 1-6-0 !!tE�I 4_9-0-0 3X5(R) III 1 .5X3 III 1 .5X3 III 3X 1-1-12 1-7-14 2-7-8 0"12 1-1-12 1-7-14 2-8-4 c 5-5-14 Over 2 Supports d R=625 W=3.5" R=395 W=1.875" O PROF Design Crit: IRC2012/TPI-2007(STD) I " FS+ 'LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02.E<<f�9j(�`r/• OR/-/1/-/-/R/- Scale =.5"/Ft. INS Components of Oregon (503)357-2118 ' WARN IN!" READ A10 FCLLGIF ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Comelius OR 97113 ..INNIRTAN. FURNISH THIS DRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS, 83294PE 41 la TC LL 40.0 PSF REF R7175- 2388 Trusses require extreme care In fabricating. handling, shipping, installing and bracing. Refer to and follow i the latest edition of RCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prier 0...W's DL 10.0 PSF DATE 12/04/17 to performing chase functions. Installers shall provide temporary rybract per BCSI. Unless noted otherwise, top chord shell have properly attached structural sheathing anbottom chord shave have properly attached riga ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCsI BC DL 7.0 PSF DRW CAUSR7175 17338331 f! actions 83. 87 or 810. as applicable. Apply plates to each face of truss and position as shown above and on 1 2/0512017 HA -�L [l ' the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for Standard plate positions. BC LL 0.0 PSF CA-ENG GWH/GWH L l Alpine, a division of Ibu'Building Components Group Inc. shell not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMP NY inatallation A bracing of trusses. 'Ip` �, 0 TOT.LD. 57.0 PSF SEQN- 29285 A me.i en this droving or cover pegs listing this drawing. indicates acceptance of prororlan.l engineering ' �Y 14,2� _ t responsibility solely fbr the design y ig er r.. Th.suitability.2 and use of this droving far any structure Is the mut of the NlulIdl Designer ANSI/1P1 1 s DUR.FAC. 1 .00 E351RovanaCircle reel..�e ^� .» NIMS.a•2. ell TaVI FROM �� Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites, SPACING 24 0 IRFF 1W(TH7175721 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - GG) -op chord 2x4 DF-L #2 2 COMPLETE TRUSSES REQU I RED 1 l i lot chord 2x6 HF #2 Webs 2x4 DF-L Std/Stud :W2, W5 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. ipecial loads Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Webs : 1 Row @ 4" o.c. TC- From 13 plf at 0.00 to 13 plf at 5.60 Use equal spacing between rows and stagger nails TC- From 25 plf at 5.60 to 25 plf at 8.00 in each row to avoid splitting. BC- From 2 plf at 0.00 to 2 plf at 5.60 BC- From 4 plf at 5.60 to 4 plf at 8.00 Trusses to be spaced at 6.0" OC maximum. BC- 990.11 lb Conc. Load at 1.60, 3.60 BC- 546.65 lb Conc. Load at 5.60 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 'russ must be installed as shown with top chord up. JT PLATE LATERAL CHORD 'he TC of this truss shall be braced with attached spans at 24" OC in No SIZE SHIFT BITE ieu of structural sheathing. [ 4] W3X5 1.75 R 1.50 [ 7] W3X5 2.25 L 1.25 4X5= 1.5X3 III 1.5X3 III 4X5= L e e 1-6-0 1-6-0r.Thy W2 i 4_9-0-0 3X5[4] = 3X5[7] 2X4 III 1.5X4 III 1"12 2-8-9 2-6-13 2-8-9 8-0-0 Over 2 Supports R=1561 W=5.5" R=1114 W=6.5" Design Crit: I RC2012/TPI-2007(STD) �c�Etf PROPi ;sb 'LT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 .C( O dole. 'ND TOR/—/1/ 40 0/ PSF REF Scale R7175 2389 ass Components of Oregon (503)357-1118 "'wARNINGI•• READ AND FM=ALL TOTES ON THIS DT1r�TNGT tl 825 N 4t Ave,Cornelius OR 97113 "*WORM ''' FINISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 9 Trusses require sof BCS rare in Component fetyI handling, shippInformation, y TPI installing and bracing. Rarer to and(prior - DATE 12/05/17 the latest edition thes ar ncti (BuildingI Canrsnsha Saprov Ieftempoiar, by TPI and RBCSI far essiy practices Prior /� DL 1 0.D PSF to performing ha these functions.properly (ached ersstructural shall provide teng a.erybo bracing per all a Unless noted attached top rigid cetl ing. Lava properly n for pe manentulal alleatestr ane botteb cMrtl ahail brae r properly a per BC BC DL 7.0 PSF DRW CAUSR7175 17339019 I�T• secs sections 3, orB1 ,Locations shorn for Apply plateal o each of feta shall have bracingIron.Installed per BCS! 12/05/2017 A L Al N actions BD Details, or unless as tedotherwise. applicable. Apply plaits to rent face of truss and position as stionabove and on Circ Joint I,divila, pofaIT naiad Tae. serer to Inc. Sha,I10A_Z fee standard plans nye deviation BC LL 0.0 PSF CA-ENG JCJ/RTT Alpine, a y(mien of Ibu Building t Components Groan Inc. shall not be responsible for any tlppiatfon from this OREGON drawing. any refract to f tauild the cruse in conformance with ANSI/TPI ,. or for handling, shipping, o� Z'," TOT.LD. 57.0 PSF SEQN- 136866 AN IT W COMPANY installation t bracing or trusses. 13 A Seel an this drawing or cover pegs listing this drawing, indicaW.ee.ptenw of professional engineering 0.14,2 t0 r responsibility satoiy Tor the design shown. The...Mobility end hue of this draping for any stn,etur.Is the `s'�ell Tan ` DUR,FAC. 1 .00 FROM BB 8351 Rovana Circle r..poi.ibiiicy of the Building Designer per ANSI/TS1 1 S.e.2. Sacramento,CA 95828 For more information see this Job's general notes page end these fab sites, SPACING fi 0 ARFF- 1 W6H7 1 7 5 77 3 .,--. . .__._.. ,t,. .._... - --. ..-sees - - - NG 1R - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - RT1 ) • 'op chord 2x4 DF-L #1&Bet. Truss transfers a maximum horizontal load of tot chord 2x4 DF-L #1&Bet. 200 # ( 10.53 plf ) along top chord, from either Webs 2x4 DF-L Std/Stud direction, to supports where Indicated. Diaphragm and connections are to be designed by Engineer of Record. :*0) 15 plate(s) require special positioning. Refer to scaled plate Drag Loads: Force(#) (PLF) Mbr Start End s 'lot details for special positioning requirements. Case 1: 200 10.53 TC 0.00 18.99 200 10.53 BC 0.00 18.99 leflection meets L/360 live and L/240 total load. Creep increase factor for dead oad is 1.50. Trusses to be spaced at 6.0" OC maximum. Provide for complete drainage of roof. Truss must be installed as shown with top chord up. 2X4 III 2X401 4X8(**) .--=- 4X8(**) --- 4X8(**) = 4X8(**) =----- 4X8(**) -- 4X8(**) .----- 3X3= V 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-10-4 1 1-6-0 i i i i 1-6-0 ENG i i i i i i I - 1 1 1 1 I 1 1 1 1 I 1 , 0-7_1 9-0-0 /////,% // /// //,�/ //,%///,/////, 1 2X4(**) III 4X8(**) = 4X8(**) ,'-=. 4X8(**) = 4X8(**) = 4X8(**) = 4X8(**) = 4X8(**) 3X3= 2X4(**) III I19-0-0 Over Continuous Support >I R=21 PLF W=19-0-0 dote: All Plates Are 1 .5X3 Except As Shown. ,1O PROS 'LT TYP. ITWBCG Wave Design Crit: I FT/RT/2%(O%)/4O D) 15.02.f, e. �`s''iA OR/—/1/—/—/R/— Scale =.375"/Ft. vss Components of Oregon (503)357-2118 ..WARNINGI ee aero AND FOLLOW ALL NOTES ON THIS DRAWING! la 825 N 4th Ave,Cornelius OR 97113 •eI1PQTTANT.. FURNISH THIS DRAWING To AIL CONTRACTORS INCLUDING THE INSTALLERS. IA/0 TC LL 25.0 PSF REF R7175- 2390 Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow /L the latest edition of BCsi (Building Component safety Information, by TPI and WTCDL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI, for safety practices prier si. /Unless noted otherwise, lop chord shell have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs mall have bracing installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17338328 ,4 r sections 83, 07 or 610, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/20 A 1II'''� the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. L/ J L I BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of ITN Building Components Group int. shall not be responsible for any deviation from this OREGON awing, any failure to build the true.% in conformance with ANSI/TVI 1. or for handling, shipping, n AN ITWCOMPANY installation a bracing of trusses. /5 'Z/ �, TOT.LD. 42.0 PSF SE N- 29395 A...I an this dr.w/ng of paver page listing this drawing, Indlostes aoa.ptanpa of pfofss.Ia.p .roln..r1NG y LY 14,2� 4 8351 Rovana Circle f00:sIbISSty solely ttBuilding design AN81/Tsuitability. .lie she al.drawing .n,structure :,. %sell Tan DUR.FAC. 1 .15 FROM BB SalRmento,CA95828 For more information Ree this Job's general notes page end these web site,: _.__._ SPACING 17.0" .JRFF- 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - RT2 ) w 'op chord 2x4 DF-L #2 Negative reaction(s) of -182# MAX. (See below) Requires uplift connection. lot chord 2x4 DF-L #2 Webs 2x4 DF-L Std/Stud Truss transfers a maximum horizontal load of 200 # ( 12.75 plf ) along top chord, from either •**) 13 plate(s) require special positioning. Refer to scaled plate direction, to supports where indicated. Diaphragm and a slot details for special positioning requirements. connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End .russes to be spaced at 6.0" OC maximum. Case 1: 200 12.75 TC 0.00 15.69 200 12.75 BC 0.00 15.69 'rovide for complete drainage of roof. 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. H-4-0 H 2X4 III 2X4 III 00-10-4 0 0 -0 0 0 0 0 0 0 0 0 El G 1-6-0 0-7-12 _ U U U U U U U U U U U G- 4X8(**� o-o ///// /%//////711///// /7/////% ., 2X4(**) III 4X8(**) = 4X8(**) = 4X8(**) = 4X8(**) = 4X8(**) = 4X8(**) = 4X8(**) = 3X3= 3X3= 4X8(**) = 4X8(**) = 4X8(**) 2X4(**) III Fc 15-8-4 Over 2 Supports R=92 PLF U=103 PLF W=15-6-8 R=38 Rw=127 U=123 W=1.75" tote: All Plates Are 1 .5X3 Except As Shown. el f PROF Design Crit: IRC2012/TPI-2007(STD) R FS 'LT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.02.FM ,Al ,, '3'i� OR/-/1/-/-/R/- Scale =.511/Ft. vss Components of Oregon (503)357-3118 **WARN INGI*e READ ANo FOLLOW ALL Notts ON THIS ONNINGt REF R7175- 2391 825 N 4th Ave,Comelius OR 97113 ..IMPORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. jL� V 88294PE �' TC LL 25.0 PSF Trussesarequire extreme BCS care In fabricating. handling,etyInformation,oriation, installing and brfoins. etyer ac ace fplior �. �,,,. ., _ DL 1 0.0 PSF DATE 1 2/04/1 7 RST lssest equiren of emel (Building fa ricating, handiby tal and andA) for .safety 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 shall have a properly attached ,0101164 rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed tics y BC DL 7.0 PSF DRW CAUSR7175 17338325 ALPINE sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 1 2/05/20 1 7 the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG GWH/GRH Alpine, a division of ITN Building Cosponents Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to Wild the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITR COMPANY installation.bracing of trusses. rs TOT.LD. 42.0 PSF SEQN- 29388 A.ssl w this stewing or cover pew I..tiny thle drawing, indicata..ee.ptane.of professional engineering 4 144.14,20°4 0 the 8351 Rovana Circle r responsibility of swell, BBuuilding design In.r�ANSI/Tel .M use of this drawing Mr aro structure is the sell Tar'• DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: - SPACING 6.0" 1 R FF 1 WFtH 7 1 7 579 4 a,nr. ..-... _._.__._.. n.. aw... ,r,.. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - RT3 ) • .op chord 2x4 DF-L #2 Truss transfers a maximum horizontal load of lot chord 2x4 DF-L #2 200 # ( 30.57 plf ) along top chord, from either Webs 2x4 DF-L Std/Stud direction, to supports where Indicated. Diaphragm and ,, connections are to be designed by Engineer of Record. 6 plate(s) require special positioning. Refer to scaled plate Drag Loads: Force(#) (PLF) Mbr Start End • ilot details for special positioning requirements. Case 1: 200 30.57 TC 0.00 6.54 200 30.57 BC 0.00 6.54 Ieflection meets L/360 live and L/240 total load. Creep increase factor for dead oad is 1.50. Trusses to be spaced at 6.0" OC maximum. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W1.5X3 S 1.75 [ 7] W1.5X3 S 1.75 8 W1.5X3 S 1.75 10 W1.5X3 S 1.75 [11 W1.5X3 S 1.75 [13] W1.5X3 S 1.75 14 W1.5X3 S 1.75 16 W1.5X3 S 1.75 1 .5X3[5] 111 1 .5X3[11] III 2X4111 2X4 III 1 .5X3[8] III 1 .5X3[14] III ' 0 0 0 0 0 01 0-10-4 1-6-0 _L 1-6-0 _� t� 1J C 0-7-12 +9-0-0 / / / - 2X4(**)( ) 4X8(**) --. 4X8(**) - 4X8(**) =3X3= 3X3= 4X8(**) = 2X4(**) III 1.5X3[7] III 1 .5X3[13] III 1 .5X3[16] III 1 .5X3[10] III F6-6-8 Over Continuous Support ----> R=94 PLF U=285 PLF W=6-6-8 iol PROP .4 Crit: IRC2012/TPI-2007(STD) ,�G S 'LT TYP. ITWBCG Wave FT/RT=296(0%)/4(0) 15.02..* 1 , G4N E . `�%O OR/-/1/- /-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-2118 e'WARNINGI" L/NEI M. REAFmL NOUS ON THIS ORPSINBI �+ ?. 825N4thAve,ComeliusOR97113 ••IIPoRTANr•• FURNISH THIS ammo mal CONTRACTORS Imams THE INSTALLERS. 83294PE ' , TC LL 25.0 PSF REF R7175- 2392 Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information. by TPI and WTCA) for safety practices prior /' DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwl se. op chord shell have properly attached structural sheathing and bottom chord shell have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17338322 n :=70::'83767 igid cal 11 ng. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 ,4�t 1 the ons B3, 07 er 810, as applicable. Apply plates to each face of truss and position as shown above and an o f the Joint Betoiis, unless nBuil otherwise. Rsfer to 7:7"'".7::'.:7 tstandard plata pealtiiati OREGON BC LL 0.0 PSF CA-ENG GWH/GWH AIwire, s dlfad er of Ibu Bd g truss necon Group shat esponsible for arty shipping, tram this drawing, any failure to build the in conformance with ANSI/TPI ,, or for handling, shipping, „� • TOT.LD. 42.0 PSF SEQN- 29390 AN ITW COMFWNY Installation a bracing of trusses. 3 LY 14,16 Amami an this drawing rcower page listing this droving, indicate..ea.p lee of orefea.lenel engineering responsibility solely for the design sheepen. The suitability end use of this drawing for anystructureI.w **ell Tar' DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle reen•Ibllity of the Building Designer perMa41/1PI 1 See.2. Sacramento,CA95828 For more information see this s general notes page and these web sites: Renown!RIAIU7111R SPACING 6.0" .1RFF- 1WFiH7175723 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - RT5 ) • 'op chord 2x4 DF-L #2 Truss transfers a maximum horizontal load of lot chord 2x4 DF-L #2 178 # ( 12.75 plf ) along top chord, from either Webs 2x4 DF-L Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Irag loads applied to wind load cases parallel to truss. Drag Loads: Force(#) (PLF ) Mbr Start End • Case 1: 178 12.75 TC 0.00 13.99 '*) 11 plate(s) require special positioning. Refer to scaled plate plot details 178 12.75 BC 0.00 13.99 "or special positioning requirements. Case 2: 178 12.75 TC 0.00 13.99 178 12.75 BC 0.00 13.99 i reflection meets L/360 live and L/240 total load. Creep increase factor for dead Case 3: 178 12.75 TC 0.00 13.99 oad is 1.50. 178 12.75 BC 0.00 13.99 Case 4: 178 12.75 TC 0.00 13.99 Ise of truss designs for any particular project is the responsibility 178 12.75 BC 0.00 13.99 if the building owner or building design professional. :ngineer of record shall approve truss designs prior to fabrication. Trusses to be spaced at 6.0" OC maximum. Truss must be installed as shown with top chord up. 0 0 Al 0 0 0 0 0 0 0 0 0 -amu u u u u u u c1 0 //////�//// ///:j `/ 1 .5X3(**) 900 �** Il�j// _ - _ ( ) 4X8(**) = 4X8(**) .- 4X8(** 8(**) 4X8(**) = 4X8(**)4X8(**)4X8(**) - 3X3 3X3- 4X8(**) 1 .5X3(**) III 'c 13-11-14 Over Continuous Support >1 R=21 PLF U=4 PLF W=13-11-14 Jote: All Plates Are 1 .5X3 Except As Shown. ,�G, cO PROF 'LT TYP. ITWBCG Wave Design Crit: IRFT RT/%(0%)/4(0) D) 15.02.�A i S� [3614 F4. e0 OR/-/1/-/-/R/- Scale =.5"/Ft. vssComponents ofOregon (503)357-2118 **WARNINGI** RFAgNOPOWYS PLL NOTES ON THIS ORMINGI t'1 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a 83294PE ITC LL 25.0 PSF REF R7175- 2393 II Trusses require extrema re in fabricating, handling, shipping. installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information, by TPI and MCA) for safety practices prior 0.0p," DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached o li rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017i7 :C DL 7.0 PSF DRW CAUSR7175 17338326 ,4�i0j sections B3. BT or 810. as applicable. Apply plates to each face of trussand position as shown above and on NIE the Joint Details. unless noted otherwise. Refertop drawings,BDA-Z fortaard plate pnaitiaae. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH Ai pi re, a division or ITN Building Cbnponern:a GrouInc. shell not be respoMrelb le rot any deviation tram this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN 11-W COMPANY iretellet Ion.bracing of trusses. 'VLY14,2p0° 0 TOT.LD. 42.0 PSF SEQN- 29398 . A col an this drawing er cover pegs listing this drwlpg, Indicates.ee.pWlw of prof.wlacoi engineering �� «p�ibility tyi eef1 he Building Deegan...shown.ANSIi7ILeSs.e.2 and ur of this ar wlnp ter.,y structure 1e the sell Tar t OUR.FAC. 1 .15 FROM BB 8351 Rovmla Circle r Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: .rower. _._,__,_...--_. .a.. _ ___. wrr.. ......., . � ..-'-'--- ,rr. ....... .__ '-- RanavraiR/w nIR SPACING 6.n" .JRFF- 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - XG) d -op chord 2x4 DF-L #2 :T2 2x4 DF-L 2400f-2.OE: 3 COMPLETE TRUSSES REQUIRED 1 2 lot chord 2x6 HF SS i Webs 2x4 DF-L Std/Stud :W6 2x4 DF-L #1&Bet.: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @ 1.75" o.c. ipecial loads Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Webs : 1 Row @ 4" o.c. TC- From 25 plf at 0.00 to 25 plf at 3.52 Repeat nailing as each layer is applied. Use equal spacing TC- From 25 plf at 3.52 to 25 plf at 13.00 between rows and stagger nails in each row to avoid splitting. BC- From 184 plf at 0.00 to 184 plf at 13.00 4" o.c. spacing of nails perpendicular and parallel to TC- 1100.00 lb Conc. Load at 2.00, 4.00, 6.00, 8.00 grain required in area over bearings greater than 4" 0.00,12.00 BC- 718.00 lb Conc. Load at 3.50, 5.29, 7.15, 9.15 In lieu of structural panels use purlins to brace all flat TC to 24" 1.15 OC. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Trusses to be spaced at 6.0" OC maximum. Ipplied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase IT PLATE LATERAL CHORD factor for dead load is 1.50. to SIZE SHIFT BITE :10] W4X12 4.75 R 1.50 :12] W4X8 2.25 L 1.75 :16] W3X3 S 1.75 H0510:1E 1.5X3 III 3X10 E 4X12 41 12 0-3-15 � -------- � _ � ::1y I 1-6-0 49-0-0 V 3X5111 4X12[10] = 4X8[12] = 3X3[16] III 4X12(A7R) .� 3-6-3 I 3-1-6 a‘ c3-3-2 3-1-6 3-7-15 '`_, 2-11-10 3-3-2 I 3-1-6 1- 3-6-3 _I_ 9-5-13 -J 1 13-0-0 Over 2 Supports R=6016 W=5.5" R=6888 Design Crit: IRC2012/TPI-2007(STD) ON 13120p4,,Oft 'LT TYP. 20 Gauge HS,Wave FT/RT=296(046)/4(0) 16.01 .,' 1 t3EIYE� �, OR/-/1/-/-/R/- Scale =.4375"/Ft. vss Components of Oregon (503)357-1118 "WARNING!** t ArD ON MUDD ALL WES THIS COMM /lam e 825 N 4th Ave,Comelius OR 97113 aeI1r01ITARree FURNISH THIS MARINO TO ALL colawACTDRS INCLUDING THE INSTALLERS. 'il 83294PE A TC LL 40.0 PSF REF R7175- 2394 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 14 the latest edition of SCSI (Building Component Safety Information, by TPI and NrCA) for safety practices prior /,"_ DL 10.0 PSF DATE 12/05/17 to performing these functions. tInstallers shell provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCsi 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17339020 ,4— sections 83, 07 or 810, as applicable. Apply plates to each face of truss and position as shown above and on L _,� J]A I[ the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for,tensed plate positions. OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT ' \�J' Alpine, a division of ITN Building Components croup Inc. snail not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN 17W COMPANY installation.bracing of trusses. "Ltr a4,za') C TOT.LD. 57.0 PSF SEAN- 96715 A...l an this drawing or cover page I leting this drawing, India.bs.ebeptenne of pronie.lonel engineering �0 responsibility solely Ter the denim shorn. The suitability and use of this dr wing for any structure I.the S$ 11 Tar'- DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. sacramcoto CA 95828 For more Information see this Job's general notes page and these web sites: a.,.,.,.r.I aranr2111/1 SPACING NC, B.O" JRFF- 1W6H7175793 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - DG ) ord 2x4 DF-L #2 lot chord 2x6 DF-L 2400f-2.0E 2 COMPLETE TRUSSES REQUIRED Webs 2x4 DF-L Std/Stud :W2 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails W7 2x4 DF-L #1&Bet.: Top Chord: 1 Row e12.01" o.c. Bot Chord: 2 Rows a 2.50" o.c. (Each Row) special loads Webs : 1 Row a 4" o.c. (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Use equal spacing between rows and stagger nails TC- From 25 plf at 0.00 to 25 plf at 15.00 in each row to avoid splitting. BC- From 4 plf at 0.00 to 4 plf at 15.00 BC- 1650.00 lb Conc. Load at 1.15, 3.29, 5.29, 7.14 Negative reaction(s) of -317# MAX. (See below) from a non-wind load case requires 9.14,11.14,13.15 uplift connection. iT PLATE LATERAL CHORD Trusses to be spaced at 6.0" OC maximum. lo SIZE SHIFT BITE 5] W6X8 2.75 L 2.50 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead • 7] W1.5X4 S 2.50 load is 1.50. 10 W5X10 2.75 R 1.25 111 W3X3 S 1.75 Truss must be installed as shown with top chord up. 13] W6X8 S 2.00 .17] W3X5 S 3.50 The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 6X8= 1 .5X3 III 3X5 1 .5X3 III 5X10[10] = 1 .5X3 III 3X5 1 $ �I & w7 $ � r 1-6-0 w2 [ L .,�_ 1-6-0 1l 77) 9-0-0 gE 6X8[5] = 1 .5X4[7] III 6X8- 6X8[13] = 3X5[17] III 3X5 III 3X3[11] III << 9-8-8 ›Ic 5-3-8 >I 1"12 2-5-14 2-5-14 1-11-8 2-9-6 2-5-15 2-7-11 2-7-10 2-5-14 1-11-8 2-9-6 2-5-15 2-7-11 F< 15-0-0 Over 3 Supports I R=3638 W=5.5" R=7756 W=3.5" R=1154/-317 Design Crit: IRC2012/TPI-2007(STD) fEQ PR0 LT TYP. ITWBCG Wave FT/RT=2°6(096)/4(0 16.01 .f'�� "+/'�'Ur7�. S OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-2118 •'WARN INGI•• READ ARI FougB ALL NOTES ON THIS t7R//INBIJw REF R7175- 2395 825 N 4th Ave,Comelius OR 97113 ••IMPORTANT.• FBNRIBII THIS OWNING To ALL CONTRACTORS mamma THE INSTAIJARS. QV TC LL 40.0 PSF Trusses require extreme re in fabricating, handling, snipping, installing and bracing. Refer to and follow 4' J DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �/ to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, iliiiih top chard shall have properly attached structural sheathing a.bdatam chard shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per tic BC DL 7.0 PSF DRW CAUSR7175 17338324 .4 J sections 83, B7 or 870, as apple ebl Apply plates to each race of trued and position as shown above end an 12/o5/mr PJEI NE the Joint Details. unless noted ocharwiaa. Rarer to drawings 180A-Z for standard plate positions. J BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of ITW Building Components Group Inc. shall hoc 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 a bracing of trusses. TOT.LD. 57.0 PSF SEQN- 30855 A...I an this drawing or minor page Muting this drawing, Indin.ta aooapte.e of prerr..lan.l engineering �4,49::;114.41::3141: _ 1z/�y 14rZGS{A 0 responsibi l Ity solely for the design.na.n. The sulteblt ity and...of this drawing for any structure i.the Y�, DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/Tpt 1 S.o.2. Qui Tan Sacramento,CA 95828 For more information sea this Jabs general .hates page and these wan sited: SPACING 6.0" J RFF- 1 WRH7 1 75 79 3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - BP ) , 'op chord 2x4 DF-L #2 Truss transfers a maximum horizontal load of lot chord 2x4 DF-L #2 200 # ( 117.79 plf ) along top chord, from either Webs 2x4 DF-L Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. "russes to be spaced at 6.0" OC maximum. Drag Loads: Force(#) (PLF ) Mbr Start End • Case 1: 200 117.79 TC 0.00 1.70 ieflection meets L/360 live and L/240 total load. Creep increase factor for dead 200 117.79 BC 0.00 1.70 oad is 1.50. Truss must be installed as shown with top chord up. 1 .5X3 III 3X3 RIIIIIIIIMI III ail 1-6-0 1-6-0 II ■ i +8-0-0 NE2M WW1 WOMM *M210 3X (R III 1.5X' III 1 12 1-6-10 ,i{' 1-4-14 , 1-8-6 Over 2 Supports R=18 Rw=147 U=142 W=5.5" R=18 Rw=147 U=142 W=5.5" Design Crit: IRC2012/TPI-2007(STD) Ep PRo,. 'LT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01 .1s 6_Aggps*� , `rS OR/—/1/—/—/R/— Scale =.5"/Ft. ussCo nentsomeliusn (503)357-?118 '�WARNI RNI H HISREATwo FOLLOW NOTES ON THIS INCLUDING 4� TC LL 25.0 PSF REF R7175— 2396 825 N 4t Ave,Complies OR 971.1.3 'al1i0RDINre FURNISH THIS DRAWING 70 ALL CONTRACTORS IN0.IDINB THE INSTALLERS, Trusses redui itioa frame re fabricating, handling, orshipping, iystellind and b) Coing.rsa Refer to and.prior J DL 10.0 PSF DATE 12/04/17 Chop latest edition or Bcsl (Building component Safety Information, by TPI and wrwi for safety practices prior a.c ...,„„,.-- o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached stnuet ral sheathing ana bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338327 sections B3. B7 or 810, as applicable. Apply plates to each face of truss and position as shown above ii[ 01=N la and on hepaint Details, unless noted otherwise. Refer to drawings 180A_Z for standard plate positions. 12i05i2017 BC LL 0.0 PSF CA—ENG GWH/GWFI =1I�—r' Alpine, a division of 1TW Building Component,Group Inc. shall not be responsible for any deviation from this OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or far handling, shipping, AN ITW COMPANY installation a.bracing of trusses. TOT.LD. 42.0 PSF SEQN— 117777 « drawing. I en the.ding or ewer page listing this drawing, indicates moonstone*of professional engineering �4, 441'14,20° 0 reepeanibllity solely for the design•Moen. ,be suitability and use or this dreelng for any*treater.I.the 8351 Ravens Circle resp••Ibuity or the° ildIng Designer per ANsi/ipi 1 s.e.2. s$eIf Tao DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this job's general notes Page and these web sites: SPACING 6.0" .1RFF- 1W6H7175723 STRONGBACK BRIDGING REC❑MMENDATI❑NS ► All scab-on blocks shall be a minimum fx4 BUTT STRONGBACK "stress graded lumber," • BRIDGING TOGETHER - All strongback bridging and bracing shall be a minimum 2x6 "stress graded lumber." 'f�� - The purpose of strongback bridging is to ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' _0• 2x6 (0,128'x3,0') NAILS IN 2 ROWS AT resultingin an overall increase in the SCAB C. NOTE: IN LIEU OF SPLICING AS SHOWN , stiffnes of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING g 9 g STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0" o,c. (max.) NOTE: Details 1 and 2 are the preferred attachment methods ►The terms "bridging" and "bracing" are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably, "Bracing" is an WEB W/ (3) 104 COMMONEDIri important Structural requirement of any floor (0.148'x3') NAILS OR (47 loo BOX/GUN or roof system. Refer to the Truss Design 1.28'x3.0') NAILS 1 , Drawing (TDD) for the bracing requirements for 00 each individual truss component. "Bridging," 100 ...I es particularly 'strongback bridging" is a ii ,.... o��1 ,piik\t/ recommendation for a truss system to help control vibration, In addition to aiding in the IMOQr14111 %I rillift4p-- .40.00111 distribution of point loads between adjacent truss, strongback bridging serves to reduce L., 0.- 111100111111111111.111• STRONGBACK BRIDGING "bounce" or residual vibration resulting from ' SPACING REQUIREMENTS moving point loads, such as footsteps. Up to 10' None required 10' to 20'1 row(at center of span) The performance of all floor systems are 104 COMMON (0.148'x3.0') OR 20' to 30'2 rows(I of each 1/3 points) X/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STR❑NGBACK, 30' to 40'3 rows(1 at each(/4 points) enhanced by the installation of strongback TOP AND BOTTOM OF 2w4 -, 'RESTRAINED AT EACH END. Over 40' Space rows 0)10'an.points) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH by Alpine. fRONGBACK TO BLOCK W/ (3) d COMMON (0148'x3.0') NAILS 4n0d Box/GUN (0.12e'x3.0') 0 For additional information regarding strongback C1)00011.11.° NAILS. 3 / bridging, refer to BCSI (Building Component 1` ' �� Safety Information), 41110--- 0110009114411, ii,....„,,,* %IWO - .41 %11%1 `11Willt Art. IA..,.,.. q iri‘7 Ilk 11‘4PrA Be 1100- . 40. h. 1111111 STRONGBACK IIIII (TO BOTTOM CHORD WITH F� r 7 /� BRIDGING T 7�rATTACHMENT ALTERNATIVES � 7 (2) #10 - 3' SCREWS S T R❑N G B A C K B R I D G wwWARN NG• READ AND FOLLOW ALL NOTES NOTES ON THIS R VAT I V E S ��O�RO��Om ��� �11G+` F�`� �� TC LL PSF REE STR❑NGBACK wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, A Trusses require extreme core in fobricoting, handling, shipping, installing and brocing, Refer to and 83294PE i� DATE follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety TC DL PSF D10/01/14 practices prior to per Forming these functions. Installers shall provide temporary bracing per BCSI. j '�. Unless noted otherwise, top chord shall hove properly attached structural sheathing and bettor chord :C DL PSF DRWG STRBRIBR1014 — --'� shall have a properly ottached rigid ceiling. Locations Shown For permanent iaterol restraint of webs 1_ tapplicable.shall hove brocing installed per BCSI sections 03, 97 or 910, as applicable. Apply plates to each fore �� I of truss and position as shown above nod on the Joint Details, unless noted otherwise,Ret 12/05/2017 :C LL P S F to drawings 160A-Z for standard plate positions. /�6 Alpine, a division of ITV Building Components Group Inc, shall not be responsible for any deviation From 12/ ,b1g0N TUT. L0. PSF AN ITW COMPANY this drawing, any Failure to build ttin he -trussconformance with ANSI/TPI I. or For handling, shipping, /Vv7 D instollatlon I brocing of trusse A seal on this drawing or cover page listing this drawing, indicates acceptance of professional ar•/_ 4/��.14 2644 A engineering responsibility solely for the design shown. The suitability and use of this drawing Y �v DUR, FAC. 1.00 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPJ 1 Sec.2. �BQ•'Tan Earth City,MO 63045 For more informs tion see this job's general notes poge and 'these web sites' V P•• ALPINE: woo,olpineltw.coni TPI.a www.tpinst,orgl SBCA: www.sbcindustry.orgl ICC: www.IccsaFe.org SPACING Gable Stud Relnforcemlent Detail • ASCE 7-10i 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or: 100 nph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, hot = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace e (I) 2x4 'L' Brace e (2) 2x4 'L' Brace ■e C1) 2x6 'L' Brace w (2) 2x6 'L' Brace ■e Bracingp Gable Vertical No Group Species and Grades: - 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: - S D— #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 Hen-Fir #3 #1 ,, #2 Standard #2 Stud 4' 7' 7' 9° 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' _ U #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' - 0 Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Dou.las Fir-Larch Southern Pinewew D #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' l' 14' 0' 14' 0' 14' 0' 14' 0' 111=11111 #3 J 5 P #2 4' 10' 8' 2' 8' 6° 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud 7111 _ #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' L4' 0' 14' 0' �' ■� Standard ain- _ Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9° 14' 0' 14' 0" Group B: JD— #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2° 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Nen-Fir _> #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 s Btr L__) _ = Stud 5' 3' 9' 3' - 9' 7' 10' 11' 11' 4° 13' 0° 13' 7" 14' 0' 14' 0' 14' 0' 14' 0' #1 U 0 Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Oou.las Fir-Larch Southern Pine••• 81 5' 9' 9' 6' 9' 10' 11' 3° 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 S—) #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0` #2 — #2 #3 5' S' 8' 6' 9' I' 1' 0' 11' S' 13' l' 13' 8' 14' 0' 14' 0" 14' 0' 14' 0' 1xa Braces shalt be SPO (Stress Rated Board), J 5— Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' ■•For 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 2 #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values nay be used with these grades. - S P #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 Detoit Notes: J U — = Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' i 14' 0' 14' 0" 14' 0' 14' 0' Wind Load deflection criterion is L/240. O Standard 5' 9' 9' 4' 9' II' 12' 0' , 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' O' Provide upliFt connections for 35 pIT ever #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 IC Dead Load). a S P #?_ 5' 1' 10' 4' 10' 8' 12' 2" 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load From 4' 0' outlookers _ #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang, D Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7" 4' 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' Syron c^ Attach 'L' braces with 105 (0,108'x3.0' min) nails. About( able Truss , j /, ©iiL o 18' end zones andP4Ceo r ibetween zones. )onolr-I brace option: / Pi oosrAdOKFor- (2) 'L' braces: space nails at 3' c.c. tical length any be j T in 19' end zones and 6' o.c, between zones, !bled when diagonal IS' 0 ce is used, Connect XE r .0- 'L' bracing must be a minimum of 80% of web © member length, )anal brace For 3354 ii .L' each end. Har web Brace Goble Vertical Plate Sizes al length is 14'. ## t Vertical Length No Splice i 2wa DF-L #2 orLess than 4' 0' 1X4 or 2X3 better diagonal 7 — 1 Greater than 4' 0', but2x4 Vertical length shown brace; singlelessthan 11' 6' i in table above. or double cut 18 O Grenter than 11' 6' 3XI 45 (asshown) at L ��iO + Refer to common truss design for Pd ■ ■ ■ ■ ■ ■ ■ 111111111011•... ■ ■ ■ ■ mi ■ ■ E��■ ■ ■ � peak, splice, and heel plates. Connect diagonal at Illi P tinuous Bearing Refer to the Building Designer For conditions midpoint of vertical web. Refer to chart above for ni. ... not addressed by this detail, „, ma „ �y. th. ■■VARNINGIw■ READ AND FOLLOW ALL NOTES ON THIS DRAWING! �� �� �` • , REE ASCE7-1O—GAB12OI5 ..IMPORTANT.■ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /� Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and 4/ 83294PE f, Follow the latest edition of BCSI (Building Component Safety InFornation, by TPI and SBCA) for safety 1 �� 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 mord shot( have a properly attached rig ceiling. Locations shown for permanent lateral restraint of webs DRWG A12015ENC101014 lH ro's- F� shall have bracing installed per BCS! sections B3, B7 or BIO, as applicable. Apply plates to each face III`—] IIIT� of truss and positionos shown aboved on the Joint Details, unless noted otherwise. 12/05/2017 Refer to drawings 1600-7 for standard pinto positions. /gyp AN ITW COMPANY Alpine, a divn of ITW Building Components Group Inc. shall not be responsible For any deviation fron 1't,�.�{99°N c� this drawing, any Failure to build the truss in cantor nonce with ANSI/TPI 1, or For handling, shipping, LL/V.7/ 17 = MAX, TOT, LD, 60 PSP installation 6 bracing of trusses 11014,20° V A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional (e-n engineering responsibility solely for the design shown. The suitability and use of this drawing V 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec,2, e e 11 Tan■- Earth City,MO 63045 For more information see this job's general notes page and these web sites, MAX. SPACING 24,0' AI.PINE: www.aielneitw.rnm: Tale ww..talnst.arn: SPCA: www,shcinnustrv.arn: ICC: www.irrsafe,nrn _ -_,------^ Gable De , ail I For Let—in Verticals Gable Truss Plate Sizes Sym. (* + Refer to appropriate At ine able detail for About ` P 9 minimum plate sizes for vertical studs. ()Refer to Engineered truss design for peak, s, \ , splice, web, and heel plates. • \ Q ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Gable i 1111 (� ' vertical Example: 2X4 . . U Length ' P d yp s� II 2X4 il 2X8 'T" Reinforcement Attachment Detnit 'T' Reinforcing 'T' Reinforcing C Member Member g co ' 0 Toe-nail - Or - , End-nail A' G /-1` 0 0 W 0 0 0 �� + To convert from 'L' to 'T' reinforcing members, ���...JJ� 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' c.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 'V reinforcing member. Rigid Sheathing Toenailed Nails' 10d Common (0.148'x3',min) Toenails at 4` o.c. plus Web Length Increase w/ 0T" Brace A 4 Nails 1 1 <4) toenails in the top and bottom chords. "T" Reinf. 'T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase forcing wind load, ember 2x4 30 7. ASCE 7-05 Gable Detail Drawings Example, 2x6 20 D A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails 413030051014, 412030051014, 411030051014, A10030051014, 414030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' °'c' A11515ENC101014,1E8 A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T" Brace Increase (From Above) = 30% = 1.30 A1153OENC101014, AI203OENC101014, R14030ENC101014, A1603OENC101014, (1) 2x4 'V Brace Length = 8' 7' A1803OENC101014, A2003OENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. A4 Nails A ._. `����Ep PROF�sO 2. Ceiling wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 0 ♦ 83294PE wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. R E F LET-IN VERT /i Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA( for safety DATE 10/01/14 practices prior to performing these functions. Installers shalt provide temporary bracing per BCSI. '/ \ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord _ shall have12/05/2017 DRWG GBLLETIN1014 G� — a properly attached rigid ceiilna. Locations shown For permanent lateral restraint of webs �� _ ■ shall have bracing installed per BCSIand sections 93, or as unless e. Apply plates to each face OREGON ', '`V, of truss and position as shown above and on the97Joint BID,Details, uaplic noted pplate Refer to drawings 1604-Z for standard plate positions. ���AN TW COMPANY Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from r- this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, r14,20 i� TOT, L71, 60 Rsr installation S bracing of trusse la e':5ell Tar MAX,!� L A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown, The suitability and use of this drawing D U R. FAC. A N Y 13389 Lakefront Drive for any structure Is the responsibility of the Building per ANSI/TPI 1 Sec.2.f}^^ Renewal 8/8012018 ^ ASCE 7-10: 120 rip 30' Mean -eight, Closea, -xposure C 4. Common Residential Cable End Wind Bracing Requirements - Stif Wieners 20 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 00 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 00 mph, 3Oft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length (zt = 1.00, Wind TC DL=50 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 _ateral chord bracing requirements refer to DRWG A1803OENC101014). -op: Continuous roof sheathing 3ot! Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace ;ee Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or ^or lumber, plates, and other information not shown refer to DRWG A1803OENC101014), J this detail, }( Optional 2x L-reinforcement attached Jails: 10d box or gun (0128"x3",min) nails, to stiffback with 10d box or gun (0.128" x 3", min,) nails @ 6" o.c. X i 2X4 Blocking - - nailed to Atar 45° sheathing and 24• Max -.al each truss (Typ) H . . . . . . 2X4 DE-L #2 t.I i H/8 or better / A� diagonal brace, / Attach each end X - for 560#. - /on±inuous Bearing/ // / / / / / 8x6 #2 Stif f back attached to each _to PROFS, � Stud w/ (4) 10d box or gun (0,123° X 3", min,) nails, 0 SS �e' �jv I�G%N�4 >O Iw wwWARNINGw READ AND FOLLOW ALL NOTES ON THIS ORAWINGI 83294PE /Q REF GE WHALER wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and / DATE 10/01/14 ,ti follow the latest edition of ti SCSI (Building Component Safety Information, by TPI and SHCA) For safety . practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shalt have properly attached structural sheathing and bottom char DRWG GABRS T101014 "-V, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 1��77 shall have bracing Installed per SCSI sections B3, B7 or BIB, as applicable. Apply plates to each face 12/05/2017 i of truss and position as shown above and on the Joint Details, unless noted otherwise.to drawings 1600-Z for standard plate positions. 12�9�, 90N Refer AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 73 installation & bracing of trusse Gs `ZLY14,206 ie MAX. TOT, LD, 60 PSE A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional e"�h engineering responsibility solely for the design shown. The suitability and use of this drawing S 13389 Lakehont Drive for any structure is the responsibility of the BuildingDesigner per ANSI)/TPI I Seca pfcr 17iTn Alpine, an ITW Company , 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 DECPage 1 of 1 Document ID:1 W6H7175Z2405074550 E 1 3 2017 MY yip'v T2 r Truss Fabricator: Truss Components of Oregon �> JobIdentification: 1115033--PARR FOREST GROVE -Riverside 3382 A roof N -- master GK.;00y _;' Model Code: IRR �'ij-' Truss Criteria: I RC2012/TP I-2007(STD) �Ep PROp1 Engineering Software: Alpine proprietary truss analysis software. Version 16.01. 4 S�,� Truss Design Loads: Roof - 42 PSF 11.15 Duration �5 ,t4G Floor - N/A �4 83294PE So- Wind - 120 MPH (ASCE 7-10-Closed) Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of 'A `Zlrt4,24� record, as defined in ANSI/TP1 1. see!!Tar it 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 RIR ! '?1"t'2018 Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- Submitted by RTT 07:44:22 12-05-2017 Reviewer: JCJ $ $ 12/05/2017 # Ref Description Drawing# Date 1 02397--AGE 17338353 12/04/17 2 02398--A 17338333 12/04/17 3 02399--A1 17339021 12/05/17 4 02400--A2 17338343 12/04/17 5 02401--A3 17338352 12/04/17 6 02402--A3GE 17338335 12/04/17 7 02403--CGE 17338336 12/04/17 8 02404--C 17338355 12/04/17 9 02405--CG 17338334 12/04/17 10 02406--DGE 17338354 12/04/17 11 02407--D 17338349 12/04/17 12 02408--E 17338344 12/04/17 13 02409--EG 17338338 12/04/17 14 02410--BGE 17338342 12/04/17 15 02411--JGE 17338337 12/04/17 16 02412--J 17338356 12/04/17 17 02413--JGEA 17338340 12/04/17 18 02414--H 17338350 12/04/17 19 02415--EJG 17338339 12/04/17 20 02416--EJ1 17338341 12/04/17 21 02417--F 17338347 12/04/17 22 02418--G 17338348 12/04/17 23 02419--SJ1 17338346 12/04/17 24 02420--SJ2 17338345 12/04/17 25 02421--SJ3 17338351 12/04/17 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - AGE ) 'op chord 2x4 HF #2 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. M12, M13, M14, M15, M16 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member 'rovide lateral wind bracing per ITWBCG wind bracing details or per design. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. :a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live )efiection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. 'or dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, "russ designed to support 1-0-0 top chord outlooker span and Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. :ladding load not to exceed 3 PSF one face, and 24" span )pposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c (long top edge.D0 NOT OVERCUT. No knots or other lumber defects )flowed within 12" of notches. Do not notch in overhang or heel panel . 5X7= �� T 3X5 3X56 14 as N12 M13 u(a4a,M16 t(a) ) M 10-1-3 6 r— —I 6 (////////////////////////////�/////.1111.41.111°.//////////////////////////// //////////////////////////////////////%////////1///////////// 18-0 3X5(A1) = 5X7 3X5(A1) --.-- 1-6-0 1-6-0 t I_ 19-6-0 ,I_ 19-6-0 _1 1 39-0-0 Over 2 Supports >1 R=138 PLF U=0 PLF W=19-6-0 R=129 PLF U=6 PLF W=19-6-0 RL=9/-9 PLF tote: All Plates Are 1 .5X4 Except AsShown.gn Crit: I RC2012/TPI-2007(STD) .<<C.�t'PROSE. 'LT TYP. Wave FT/RT=2% 0% /4 0 16.01 .1 ( ) ( ) °-0 QIdNFF O� OR/-/1/-/-/R/- Scale =.1875"/Ft. -uss Components of Oregon (503)357-2118 "VIA*IINGI!NW... READ AND FDLI M ALL 1107E5 ON 7)115 OWING! 825 N 4th Ave,Comelius OR 97113 vINFarcANTee FURNISH THIS DROWN ALL ewTAmCRS=LIMING TME INSTALLERS. 83294PE 'p TC LL 25.0 PSF REF R7175- 2397 Trusses require a trema care in fabricating, handling. shipping, installing end bracing. Refer to and follow 4t G /' C IL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TDI end WF ) for safety practices prior a to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached :C DL 7.0 PSF DRW CAUSR7175 1733$353 n >• rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per BCSI 12/05I201'l Ail PO N V sections 83. 87 or., 810, as applicable. Apply plates twang face of truss and position as,tion ansa and on lG E the Joint Details, aofses noted eng ofpo. Referto Inc.drawings 180A-Z befarstandard plate eat. OREGON :C LL 0.0 PSF CA-ENG BFR/STT 1 Alpine, a division of Ibu Building Comnrntscon Group Inc. shell not nor for for any deviationpping, fres this tlnst ng,ll any failure to build sem truss in conform.nor with ANSI/TPI ,, or for handling, shipping, '144.14,20P �® TOT.LD. 42.0 PSF SUM- 30450 AN ITW COMPANY installation&bracing or trusses. A reel en this droving or ewer peak fisting this Priming. Inslests•aaaaptaree of professional engineering St regmnelbl I Sty solely fur the Simla sh wr. The suitability mrd a of this drsoing ter sop structure I.the 'sell Tan '• DUR.FAC. 1 .15 FROM BB 8351 Rovane Circle raapeeelblilty or the"AidingWeigher per ANSI/Tel 1 See.2. Sacrament CA 95828 .For more Information see this fob's general notes page and these web sites: ,_.__.__.___. —.. , . ___ ReRRNwat6/a0/2016 SPACING 24.0" 1RFF- 1W6H7175774 i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - A ) "op chord 2x4 HF #2 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=4.2 psf. :a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. lottom 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. russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, :e=1.10, CAT II & Pf=21.17 psf. 5X7 :4 - 3X5 3X5 3X5 3X5 1 .5X4 1 .5X4 10-1-3 _0••••••••0000.6••••;0•00.,...°1 r— (a) (a) — 6 \111111114444414 0444444 W1 / al - ( ....Aslio �• 18-0- 3X •., 5= 6X8= 3X5= 3X10(83) = 3X10(B3) 1-6-0 1-6-0 I< 6-10-5 J_ 6-3-13 6-3-13 6-3-13 __ 10-0-4 .l_ 9-5-12 '` 9-5-12 1 6-3�13 10-0-46-10-5 I, 19-6-0 —I_ 19-6-0 J 1< 39-0-0 Over 2 Supports R=1799 U=60 W=5.5" R=1799 U=60 W=5.5" RL=181/-181 QED PROP Design Crit: IRC2012/TPI-2007(STD) OG S 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0e . 0.04 N F¢ `r'0 OR/-/1/-/-/R/- Scale =.1875"/Ft. 2 —imallomi.• READ AND FOLLOW ALL moms us CRAVING' TJSS Components of Oregon (503)357- 118 a n del a a FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS 83294PE . TC LL 25.0 PSF REF R7175- 2398 825 N 4th Ave,Cornelius OR 97113 Trusses �� .quire extreme fare in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of Bon CS' (Building Component Safety Infermetlon, by TPI and R1CA) for safety practices prior IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per 8(SI. Unless noted othe wlae. op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :CDL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs*boll hew bracing installed per BCS' 12/05/2017 DRW CAUSR7175 17338333 actions 83. 87 or 810. as applicable. Apply pietas to each face of truss eb position ea shown above and on �0 the Joint Details, unless noted otherwise. Refer to drawing.180A-2 for standard plate positions. OREGON BC LL /�_� ,L N drawing, e division of ITR Building rComponents Group Inc. shall not be responsible for any deviation from this 0.0 PSF CA-ENG BFR/NTT wing• any failure to build the truss In conformance with ANSI/Til 1. or Tor handling, shipping. AN IrecoRnntwrry instal lotion.bracing trusses. ` f?/�y 14rgod' TOT.LD. 42.0 PSF SEQN- 30451 A Goo an this drones sr es..r sags listing ohs.drawing, nndnees...eee►trw of profs.slsnsl ens'eerino 8351 Rouen Circle rr apal'.IbIIIey Cf the R�rthe alidenns deafen ignorr'p4 r ANSI/TPI Sa=Affability end W Sr "1e orales ger aro structure is w *Sell Tao DUR.FAC. 1 .15 FROM BB Sacmmnenlo.CA95828 For more information see this job's general note.page and these sob sites: SPACING 74.n" .1RFF- 1W6H7175724 .,„,..r. ......_.-.--._... ,n.. in, Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - Al) 'op chord 2x4 HF #2 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC Webs 2x4 HF #2 •W1, W7 2x4 HF Std/Stud: DL=4.2 psi. Lt Wedge 2x4 HF Std/Stud: (a) Continuous lateral restraint equally spaced on member. find loads and reactions based on MWFRS with additional C&C member lesign. Bottom chord checked for 10.00 psi non-concurrent bottom chord live load applied per IRC-12 section 301.5. leflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. Truss supports 200# mech unit; unit centered at 24-6-9; supported by BC; unit width 2-0-0; supported by 3 trusses. 5X5 T 6 3X5 i 3X5 i A 56 3X5 i d I 1.5X4\� 1.5X4/// 10-1-3 —1 6 0-511-13 I� II� IIIIIIIIIIIIIIOPII - 0-4-3 _d 18-0-0 — ■■ — T 4X8(62) = 3X5- 6X8= 3X5= I 4X8(83) 1 J1-6-0 9-9-0 9-5-12 9-5-12 10-0-4 I. 19-2-12 —I_ 19-6-0 _J 38-8-12 Over 2 Supports DA R=1717 U=50 R=1876 U=61 W=5.5" RL=170/-165 11. Ep PRO/ Design Crit: 1RC2012/TPI-2007(STD) � FSS e, �,GI 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .. N F0 i0 OR/-/1/-/-/R/- Scale =.2"/Ft. vss Components of Oregon (503)357-2118 ••WARNINGI e• DEAD AND MAW ALL NOTES ON THIS DINFINGI 4 41 ., 825 N 4th Ave,Cornelius OR 97113 " 1M°• FURNISH 1111$WlN IS /■ S To AU.COI T IPCTORs INCLUDING reINSTALLENG. ili 83294PE . TC LL 25.0 PSF REF R7175- 2399 Trusses require ettrwna care in fabricating, handling, shipping, installing and bracing. (gofer to end follow „..../- L 1 0.0 PSF DATE 12/05/17 the latest%Witten Of BM (Gui lel ng Component Safety Information. by TPI and VITA) for safety practices prior to performing these functions. Installers shell provide teporary bracing par 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 of webs shall haw bracing installed per SCSI 12/05/2017 DRW CAUSR7175 17339021 �� u ...action*83, S7 or SIO, es applicable. Apply plates to each face of trues and position es shown above end on L/ J L 7:—.0:::::::-77::::=:—..--. ha 1 ga.I l,, not.W:tg woes. N.f.r t:dres:ngs,agA_Z fo ,tandard plan pmltlere. OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT Alpin , a division of 17M Budding Cenpone.::Group Inc. shall ria ba resp:::::?:For any devletfon free this drawing, any failure to build the cruse 1n conforeence with ANSI/TPI 1, or for handling, shipping, - AN ITW COMR4NY Insta".c...n s bracing of trusses. (e `ZCY 14,20 to TOT.LD. 42.0 PSF SEQN- 34520 A*eel on ill.*swine OMMw esWW ing f P listing ails drawing. Indlse .. pof professional engineering responsIbIllt ler the 8351 Ream Circle rsspasslblllty of solely Building D{�Ign.r�ANSI/TOO 1 Il.e.2.end w of�1.drawing for ere s`ruabuw 1.the el en Tao ' DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 .for more Information see this job's general notes web sitespage and these : _ winter. ,n,. ,__. ___. air.... . , ...___..___. Renewal 6'3012018 SPACING 24.0" IRFF- 1W6H7176724 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - A2 ) -op chord 2x4 HF #2 :74 2x4 DF-L #1&Bet. : 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 :B3 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC B4 2x4 HF SS: DL=4.2 psf. Webs 2x4 HF #2 :W1, W6 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member :alculated horizontal deflection is 0.25" due to live load and 0.27" design. lue to dead load. (a) Continuous lateral restraint equally spaced on member. lottom 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. -russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, ;e=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [24] W4X8 S 1.25 5X5 3X5 T 3X5 3X5% 6 Ir- 3X5. „....•••••••00.0000:0:04 •' �' 4X8[24] - 10-1-3 W6 6 0-5-13 W1 .,,.0 0 0 0 0 �� - .m 22/113.....-!.3.111:071:111311.1.1111714.1.11!____4 'c, 18-0-0 1- 5X5(1310R) % 3X5= 6X8 6X10= 3X12(F2) 1-6-0 E 6-7-1 6-3-13 6-3-135-3-12 9-9-0 -I` 9-5-12 T 5-5-8 I 14-0-8 19-2-12 _I_ 19-6-0 24-8-4 _I_ 6-9-8 T 7-3-0 38-8-12 Over 2 Supports a R=1670 U=49 R=1796 U=61 W=5.5" RL=170/-165 Design Crit: IRC2012/TPI-2007(STD) l PRO��s 'LT TYP. 18 Gauge HS,Wave FT/RT=296(0%)/4(0) 16.01 .!jAOL 64:r R4 �'. OR/-/1/-/-/R/- Scale =.1875"/Ft. ins Components of Oregon (503)357-Th8 ••AARNIONSI" READ AND FOLLOW ALL NOTES ON THIS DRAM= girh1 "IRwRTANT.* FURNISH nus DRAWING m ALL CONTRAcTam INwo(NG n(c INITALLENG. TC LL 25.0 PSFszs N 4t Ave,Comellus OR 97 13 '� REF R7175- 2400 Treates reeenre io.frSCS care(Bu la ngbC opo en. Safet I oription, bysIPllingIand ed) fo s ety p to ace fpriow � DL 10.0 PSF DATE 12/04/17 the assess edition or SCSI (Building Component Safety Information, by TPI and RG) for safety practices prier o performing these functions. Installers sell provide temporary bracing par BC51. Unless otherwise. noted Otnrlae. tperformingop chord shall have properly attached structural sheathing and bottom chord shell have a properly attached :C DL 7.0 PSF rigid ceiling. Locations show„for permanent lateral restraint of webs shall neve bracing installed per BCSI 12/05/2017 DRW CAUSR7175 17338343 A1,1-;-33 ,actions R3, 67 or 610, es applicable. Apply plata,to each race or trues antl position es Shown above end on a the Jelet Desai uelefa noted stns ease. Refer to tlr.wings 160A-Z for at.bwrtl plots ppaltiensBC LL 0.0 PSF CA-ENG PBC/GWH N I , Alpine, a division of ITS Building Components Group Inc. shell net be responsible for any deviation from this OREGON drawing. any failure to build the cruse in conformance with ANSI/TPI 1, or for handling, shipping, AN IrwcoMw.Iw Installaden.bracing of tremae,. SLY 14,z0da r TOT.LD, 42.0 PSF SEAN- 34534 Awl .,this.elegy Ter the sign listing thisuitability Indicates e.um er Ingo ch wi g ler s uctlre felg t It100 Tan i� CUR.FAC. 1 .15 _ FROM BB r..peelbilits sh In fbr tIr Aulge Nevi. The.d,eit nllty.n. .a Ingo chewing p r.r ey.trunT.lr.1.the 8351 Novena Circle rwge,elblllty er the Building Designer per AINIinI 1 S...2. Sacramento CA 95828 For more information see this fob's general notas,page and these web sites: o...........1 afanfon.Ke SPACING 24_0" .1RFF- 1W6H7175724 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - A3 ) -op chord 2x4 HF #2 :T3 2x4 DF-L #1&Bet. : 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 :B3 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC B4 2x4 DF-L #1&Bet.: DL=4.2 psf. Webs 2x4 HF #2 :W1, W2, W3, W8 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member :alculated horizontal deflection is 0.20" due to live load and 0.22" design. lue to dead load. (a) Continuous lateral restraint equally spaced on member. lottom chord checked for 10.00 psf non-concurrent bottom chord live load ipplied 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. russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, :e=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W4X5 2.25 R 2.75 [ 4] W3X5 S 1.25 [20] W5X5 3.00 R 1.25 5X5= '� T 3X5 3X5 3X5-z.,- 6 r— •. 5X5[20] 3X5[4] (a) (a) W8 10-1-3 1.5X4 III �' —' 6 (a) T3 W W3 Z 1-11-1 (a) 4X5(R)[3] III 3X5= 6X87.---- 3X10(F1) B3 J 3SS0612= B' �� 18-0-0 _ 5X7= 6X8= 3X10(F1) 1-6-0 E L 3-6-16-10-8 6-5-8 —1_-9-5-12 6-3-13 J` 53518 �� 6-11-4 1 0-8 7-3-0 16-4-4 ,I— 19-6-0 21-9-12 —I` 6-9-8 _T_ 7-3-0 35-10-4 Over 2 Supports > R=1540 U=61 R=1678 U=72 W=5.5" RL=149/-158 Design Crit: IRC2012/TPI-2007(STD) e�E�PROFFS 'LT TYP. 18 Gauge HS,Wave FT/RT=2%(O%)/4(0) 16.01 .0<� 41(�UNF S4 OR/-/1/-/-/R/- Scale =.1875"/Ft. ins Comp entsofOregon (503)357-2118 "WARNINGIaw AIM ND FOLLOW ALL Mins ON THIS I*8.HGI f 825 N 4tti�Ave,Cornelius OR 97113 ••IlraMnwr•• FURNISH THIS DRAWING m ALL rAnlulaoles INCLUDING THE INSTALLERS. 4 83294PE 9 TC LL 25.0 PSF REF R7175- 2401 Trusses require extreme care in fabricating, handliSafety I shipping. installing end bracing. Refer to and follow �,,. DATE 12/04/17 the latest edition of SSI (Bunging Component Safety Information. by TPI and WTCA) for safety practices prior DL 10.0 PSF to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. top chord shall hove properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17338352 rigid ceiling. Locations shorn for permanent lateral restraint of webs shell have bracing Installed par WS! 1^/OS MOi 7 actions 83, 87 or 810, as applicable. Apply plates to each face of trussane position es shown above and on L /G All PON ... sections pint Details, unless noted otherwise. Refer to drawings 180A-Z fortandard plate positions. BC LL 0.0 PSF CA-ENG PBC/GWH �1I� i V alpine, a division of IT.Building Components Group Inc. shell not be responsible for any deviation from this OREGON drawing, any failure to build the truss On conformance with ANSI/TPI 1, or for handling, shipping, - AN ITW COMPANY installation a bracing of trusses. 'Zcr t4,20� = TOT.LD. 42.0 PSF SEQN- 34536 A seal a this drawing or egos,cepa listing this efewiry. Ifdlrtae aesep ,a.x pfahwlsrl engineering WI ‘0 reaparsibliity solely for the design...sow, The eult0iilty and use of this drawing for may stn,dt,re is the responsibility of tar Mullei *left Tan t. DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle ns Designer per N lTI 1 feb.2. SacismentaCA95628 For more information « notesr sthis Job's general notes peg.dna thew. b antes: . 0,.m....r..1 afvn,on.A SPAT I N(; 94.0" .)RFF- 1W6H7175724 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - A3GE ) -op chord 2x4 HF #2 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. M12, M13, M14, M15, M16 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member russ designed to support 1-0-0 top chord outlookers and cladding load design. lot to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord toy be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT Provide lateral wind bracing per ITWBCG wind bracing details or per )VERCUT. No knots or other lumber defects allowed within 12" of notches. engineer of record. 2X3 studs require reinforcement at 70% of the )o not notch in overhang or heel panel. length tabulated for 2X4 studs of the same grade. iee DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) #3 or better scab reinforcement. Same size & 80% length of web )racing requirements. member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase Ipplied per IRC-12 section 301.5. factor for dead load is 1.50. russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, :e=1.10, CAT II & Pf=21.17 psf. 5X5==- w T 6 1— 2 , 3X5` N121113a4 X15' as a) -a) 3 ) ;a) )A16-; (a) 10-1-3 6 1-11-1 - 4 I BEE V 4 t i9 e B o- a £ 3 9 o B B Q Q r „ 18-0-0 s 5X5---=- 3X5(A1) X53X5(A1) 1-6-0 t Iw 16-4-4 ,I, 19-6-0 J r 35-10-4 Over Continuous Support >I R=124 PLF U=5 PLF W=35-10-4 RL=5/-5 PLF lote: All Plates Are 1 .5X4 Except As Shown. EO PROp Design Crit: IRC2012/T(-)07( D) «�O� FS OR/-/1/-/-/R/- Scale =.1875"/Ft. 'LT TYP. Wave FT/RT=2% 0% /4 0 16.01 .v. �s�li �'/ vas Components of Oregon (503)357-1118 **WARN INGI•• READ AND FOLLOW ALL NINES a 0011111161M0011111161825 N 4th Ave,Cornelius OR 97113 ••II ORTANT•• FURNISH THIS DRAWING TO Amu commeTE INCLUDING THE INSTALLERS. igir 83294PE TC LL 25.0 PSF REF R7175- 2402 _ Tresses require extreme care in fabricating, haming, shipping, Installing end bracing. Refer to and fallow / DL 1 0.0 PSF DATE 12/04/17 the latest edition of BCS! (Building Component Safety Information. by TPI and wfG) for safety practices prior to performing these functions. tInstallers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall have a properly attaches BC DL 7.0 PSF DRW CAUSR7175 17338335 fa rigid ceiling. Lout shown r permanent lateral restraint of webs shell new bracing installed per BCSI r, �� sections 83, 87 or 810, es applicable. Apply plates to each face of truss and position as shown above and on A II the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/GWH Alpine, a division of ITS Building Components Group Inc, shell not be responsible for any deviation from this OGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, - AN RTW COMPANY Installation A bracing of trusses. /3 :e2/105:2T0a170 , = TOT.LD. 42.0 PSF SEAN- 34539 Aw1 an this drawing sr easier pegs listing taus drawing, Indiestaa aswsptans sr prenasslerl a gineering ` LY4,2G i• 8351 Novara Circle r ibility er n»Suildins Ds"ig pe'ANavnitai'88.5.2. d'..'r tN,ie mr..In°'ar a'°'e`"hawr.Is"'e s �- OUR.FAC. 1 .15 FROM BB Sacramento,CA95828 Far more information s..this job's general notes peg.and these web vitae: SPACING 74.0" .JRFF- 1W6H7175724 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - CGE ) "op chord 2x4 HF #2 120 mph wind, 22.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x3 HF #2 :W1, W3 2x4 HF Std/Stud: psf. W2, W4, M13, M14 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member 'rovide lateral wind bracing per ITWBCG wind bracing details or per design. rngineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Right end vertical not exposed to wind pressure. tee DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind 'racing requirements. a) Continuous lateral restraint equally spaced on member. lottom chord checked for 10.00 psf non-concurrent bottom chord live load 4X5 m. Ipplied per IRC-12 section 301.5. Ieflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. —7 6 -russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, a :e=1.10, CAT II & Pf=21.17 psf. 'I ' -russ designed to support 1-0-0 top chord outlookers and 5.00 PSF 2X4 III :ladding on one face, and 24.0" span on opposite face. Top chord may : le notched 1.5" deep X 3.5" periodically along top edge. DO IVERCUT. No knots or other lumber defects allowed within 12" of 3X50 III witches. Do not notch In overhang, heel panel or where shown by (NNL). IT PLATE LATERAL CHORD �� S to SIZE SHIFT BITE 12] W1.5X4 S 2.50 4 3X5 9-5-1 9-10-3 leillil 6 i,,I �C 0-4-3 ' I � I T /. rte_ I : mime18-0-0 1.5X4[12] III r 3X5(A1) -- 3X5= 2X4111 11-6-0 I' 6-6-0 5-11-8 7-4-12 L- 19-0-0 °��4 F 20-0-0 Over 2 Supports R=823 W=5.5" R=258 PLF U=20 PLF W=7-0-0 RL=225/-45 dote: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) siL pR�F-S+ 'LT TYP. Wave FT/RT=2% 0%)/4 0 16.01 .7.,u� �/ -SA, OR/-/1/-/-/R/- Scale =.25"/Ft. las Components of Oregon (503)357-2118 "11ARN1NG!" NEAR AND FOLLOW ALL NOUS OR THIS DRAWING! / n 825 N 4th Ave,Cornelius OR 97113 "IMPORTAN°. FURNISH THIN DRAWING TO ALL ea esanses INCLUDING TME INSTALLERS. 4. 'r Ni TC LL 25.0 PSF REF R7175— 2403 Trusses require extreme care In fabricating, handling, shipping. 83294PE the latest edition of SCSI Build{ C Iyl TPI and brfos ecy practices to end follow I r g Component safety Ieftaoyle an. by ci .SCSI for fay r prior / DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide rig and bracing per SCSI. Unless noted otherwise. top chord shell have properly attached structural sheathing and bottom chord shell have a properly attached BC DL 7.0 PSF rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS' DRW CAUSR7175 17338336 Ail n�� sections 83, 87 or unless as applicable. Apply plates to each face of truss and rdslt to as shown ion above and on 12/OJ'LD)7 A II p the Joint Detll Is. unl»anoted otherwise. Refer to drawings I not ,astandard plate positions. BC LL 0.0 PSF CA-ENG RTT/RTT 1. � Alpin. a division of rnl Building cossmnente Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the trues in conformance wit,,ANSI/Tpl ,, or for handling. shipping, AN trwconAw nn Inaal latipn.bracing of trusses. /3014,204 �i TOT.LD. 42.0 PSF SEQN- 30430 A aril an this erring or sever page listing Vile erring. indicate..eeeowM wwl le.an prsf .ien.i engineering ` LY 14,ZW responsibility solely for n..design.bre T',..,ie.eii lty.w um drawing aring ren�,structure Is theN. ase N Tan.- DUR.FAC. 1 15 FROM BB 8351 RovanaCircle re.parelbillty of the snldng Weimer per ANSI/TPI t s.e.R. Sacramento,CA 95828 r For more information see this Jobs general notes page and these web sites: SPACING 24.0" JRFF- 1 W6H7 1 75794 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - C ) 'op chord 2x4 HF #2 120 mph wind, 22.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4, W5 2x4 HF #2: :W6 2x6 HF #2: DL=4.2 psf. Rt Bearing Leg 2x6 HF #2: Wind loads and reactions based on MWFRS with additional C&C member light end vertical not exposed to wind pressure. design. :a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. lottom chord checked for 10.00 psf non-concurrent bottom chord live load ipplied per IRC-12 section 301.5. 5X5—= 'russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, :e=1.10, CAT II & Pf=21.17 psf. IT PLATE LATERAL CHORD --I 64X5 lo SIZE SHIFT BITE ;5 :12] W3X7 2.25 R 1.25 :18] W3X5 S 2.00 1.5X4111 35 7-1-11 3X5 0-4-3 9-10-3 6 % 1111111 '!: 0-0-0 I_ - dgil 6 T — 18-0-0 1.5X4 III 3X7[12] = 3X7= 3X5(A1) 3X5(R)[18] III 11-6-0 I.( 6-6-0 5-11-8 6-6-8 X11 8 I 6-6-0 5-11-8 >1-' 7-6-0 I, 19-0-0 .1 1 J$ I< 20-5-0 Over 2 Supports >{ R=995 U=24 W=5.5" R=893 U=100 W=5" RL=218/-48 Design Crit: IRC2012/TPI-2007(STD) CEO PRopt. LT TYP. Wave FT/RT=2% 0%)/4(0 16.01 .',`, 1,,11711,144.. 4k OR/-/1/-/-/R/- Scale =,25"/Ft. use Components of Oregon (503)357-2118 newwlNGlsa READ AID FOLLOW ALL MOTES a THIS MAW= e4, 4 TC LL 25.0 PSF REF R7175- 2404 825 N 4th Ave,Cornelius OR 97113 'el s. FUmmism THIS mown To ALL cornmeipn INCLUDING THE INSTALLERS, IL, 33294PElea Trusses require a trans care in fabricating, handling, shipping, installing anti bracing. Refer to and follow h the latest edition of BCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior RG - DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, - top tiara shall have properly attached structural sheathing and bottom chord smell have a properly attached BC DL 7.0 PSF — rigid ceiling. Locations,mow,for permanent lateral restraint of webs Shall have bracing installed per Bc5 DRW CAUSR7175 17338355 sectiA ri �0 N a" _Join 83, a7 or B10unless as appinoted other Apply plates to each faceoffor and rd plate as show,above and on II t e Joint Details, unless notal atMnvlae. Referto drawings 1801-Z fo truss plain positla s 12/05/2017 BC LL 0.0 PSF CA-ENG RTT/STT Alpine, a division of ITW Building Campwnente Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling. shipping, AN ITW COMPANY installation.bracing of'trusses. /3 ut/ aq C TOT.LD. 42.0 PSF SEQN- 30431 A seal an this drawing sr paver pegs listing this drawing, indlsnas /_ othis dr of drawing any sl engineering Y LY 14,'j0 rsepo sibl l Ity swiftly for the dDesin Mewl. Tis wlipal I I.2 and use of MIs dr et,o far.cry.tl.latl�e Is etc 'teen Tan DUR.FAC. 1 .15 FROM BB 8351 Romana Circle rspwrlel I ley of the Building Designer per AMRI/T►I 1 B.e.2. Sncramern CA 95328 Far more Information moo this Job's general net„gag.and thea.web sites, _.____ SPACING 24.0" .JRFF- 1W6H7175794 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - CG ) kit chord 2x6 DF-L 2400f-2.OE ot chord 2x4 HF #2 :11 2x4 DF-L 2400f-2.0E: 2 COMPLETE TRUSSES REQUIRED 1 2 lo Webs 2x4 HF Std/Stud :W1 2x4 DF-L Std/Stud: Nail Schedule:0.120"x3", min. nails W3, W4 2x4 HF #2: :W6 2x4 HF #1&Bet.: :W7 2x4 DF-L 2400f-2.OE: Top Chord: 1 Row 012.00" o.c. W8 2x6 HF SS: Bot Chord: 2 Rows • 2.50" o.c. (Each Row) Rt Bearing Leg 2x6 HF #2::Lt Wedge 2x4 HF Std/Stud: Webs : 1 Row • 4" o.c. Use equal spacing between rows and stagger nails ipecial loads in each row to avoid splitting. Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 4" o.c. spacing of nails perpendicular and parallel to TC- From 72 plf at 0.00 to 72 plf at 19.00 grain required In area over bearings greater than 4" TC- From 72 plf at 19.00 to 72 plf at 20.42 BC- From 7 plf at 0.00 to 7 plf at 19.96 (") 1 plate(s) require special positioning. Refer to scaled plate plot BC- 1717.41 lb Conc. Load at 2.06, 4.06, 6,06, 8.06 details for special positioning requirements. 0.06,12.06,14.06,16.06 BC- 1669.83 lb Conc. Load at 18.06,19.94 20 mph wind, 23.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Inywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC DL=4.2 8X8(") #-i 6 lsf. 8X8(R) /// find loads and reactions based on MWFRS. � � J� tight end vertical not exposed to wind pressure. 1.5X4111 ,a) #3 or better scab reinforcement. Same size & 80% le th of web lember. Attach with 10d Box or Gun nails (0.128"x3",min. • 6" OC. / leflection meets L/360 live and L/240 total load. Creep increase factor 3X5 i 'or dead load is 1.50. SO 5X7[8] • IT PLATE LATERAL CHORD i• / to SIZE SHIFT BITE 0 5 W4X8 S 4.25 / 7 W6X8 2.50 R 4.00 /i 0 / (a) 7-1-11 8] W5X7 4.00 L 1.25 �� / I 19] W4X12 2.50 R 4.75 6 I *,, / 9-10-3 / 4X8 W4 .,t / 0 EE T1 '�4\ (a) /It s m� 20-0-0 \\\\\\\\ le, I 4X12=0-4-3 = W8 IIIII II cii) 18-0-0 4X16(68R) , 4X8[5] III 6X8(R)[7] III 1012(R) III 4X12(R)[19] III 4-5-0 5-7-0 4-6-14 4-5-2 1"? 4-5-0 5-7-0 4-6-14 5-4-10 I- 19-0-0 _9.111 Fc 20-5-0 Over 2 Supports R=8589 U=343 W=5.5" R=10107 U=390 W=5" Design Crit: IRC2012/TPI-2007(STD) 00 PROpz. s7SLT TYP. Wave FT/RT=2% 0%)/4(0 16.01 ,'. •�_ gt1r1'1r 'S'i,. OR/-/1/-/-/R/- Scale =.275"/Ft. vss Components of Oregon (503)357-2118 ...WARNMUMI'• READ Ain FDI1Ds ALL IMES and THIS ARMING! REF R7175- 2405 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT*. MUM THIS mTHE A/INS To ALL CONTRACTORS INCLUDING E INSTALLERS. �� TC LL 25.0 PSF tTrusses require entrees care in fabricating. handling. shipping. installing end bracing.Refer to and TahoelA. latest edition of nctI (Building Coe,ent Safety Information, by TPI and RtCA) for fety practices prior It SOI°--- . DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, • top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached 0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs,haBC DL 7. ll have bracing installed per BCs DRW CAUSR7175 17338334 ,4 n ��N IE sections 83, 87 or 810. as applicable. Apply plates to each face of truss and position as shown above and on 2 2 II the Joint Detei ls. unlash noted othsre+se. Refer to drawings160A-Z for standard plate positions. 1LIOS/GOl7 Ai pint, a division of ITw Bul ld irg Component.Drano Inc. ,ha l n t be responsible fpr any deylatien from this OREGON BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1. or Tor handling, shipping, AN ITW COMPANY installation.bracing or tru,ee,. t TOT.LD. 42.0 PSF SEQN- 34552 .. A emit on this a eelng sr sever Rage listing thle drawing, indieew a.eepWre of ptefa.si.n.i engineering 4 f/..LY 14,20 0 _ reeoeneibl i lty wl.iy for the designThe suitability.le I..of this drawing ter a strumi.w $$e„Tah DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle rwpgl.Ibiliey of the Wilding Designer per AN iIiPi T See.t. Sacramento.CA95828 For more information,..thle job•e genera notes pege and chess web Etas: _.____ SPACING 24.0" .1RFF- IWBH7175794 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - DGE ) -op chord 2x4 HF #2 120 mph wind, 21.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. 'rovide lateral wind bracing per ITWBCG wind bracing details or per Wind loads and reactions based on MWFRS with additional C&C member engineer of record. 2X3 studs require reinforcement at 70% of the length design. tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind lottom chord checked for 10.00 psf non-concurrent bottom chord live load bracing requirements. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. :e=1.10, CAT II & Pf=21.17 psf. "russ designed to support 1-0-0 top chord outlookers and 5.00 PSF :ladding on one face, and 24.0" span on opposite face. Top chord may )e notched 1.5" deep X 3.5" periodically along top edge. DO NOT )VERCUT. No knots or other lumber defects allowed within 12" of totches. Do not notch in overhang, heel panel or where shown by (NNL). 4X5 P II I 6 r —1 6 3-10-3 a 0-4-3 d 0-4-3 mini a 0 0 a 0 1 0w. 1 4 70- //////////////////////////////////////////// 2X4(A1) EE 2X4(A1) 1-6-0 .J 146-1-6-0 .-J I_ 7-0-0 ,i. 7-0-0 -I 1 14-0-0 Over Continuous Support R=122 PLF U=6 PLF W=14-0-0 RL=5/-5 PLF Jote: All Plates Are 1.5X4 Except As Shown. �Eo PROF Design Crit: IRC2012/TPI-2007(STD) NV .ft TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ..A � A Q6TVkN `r,0 OR/-/1/-/-/R/- Scale =.4375"/Ft. vssCompoeve, of Oregon 971)157-2118 aaW WIIINGI H READ AND FOLLOW ALL NOTES w TSIs INCLUDING � 83294PE TC LL 25.0 PSF REF R7175- 2406 825 N 4th Ave,Cornelius OR 97(I3 **IMPORTANT" FURNISH THIS DIMING m ALL CONTRACTORS IIILiW 1118 TBa INSTALLERS. 16 Trusses require extreme care in fabricating, handling, shipping, installing an.bracing.Refer to and follow te �'' 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 nave properly attached structural sheathing and bottom chord shell have a properly attached :C DL 7.0 PSF is rigid ceiling. Locations show,for permanent lateral restraint of Webs shall have bracing installed per SCSI 12/05/2017 DRW CAUSR7175 17338354 A rr '�11N i thet loin 83, 87l or, 810,nlas applicable. Apply. Refer pinto dowing face of forms and position as stion abovw anti on II the Joist 3, o, 8a napptl cable.is A. la to drawings aceAof tri standard plaon positions. . Alpine, a division of ITB Building Components Group Inc. shell not be responsible for any deviation from this + OREGON BC LL 0.0 PSF CA-ENG RTT/PTT drawing. any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, I_ AN ITW COMPANY instal lotion a bracing of cr..... y`1r,14,205? r TOT.LD. 42.0 PSF SEQN- 30433 A seal en this drawing er sever pe y.listing this drawing, India.tw�ptanee el'pfefeeelengl engineering �_(� t� reepersibl l Ity solely ter the design.Ise. n»suitability end use of this drawing ter env structure is the *sell 11 Tar -` DUR.FAC. 1 .15 _ FROM BB 8351 Rowena Circle reepewsibluity of eh.Wilding Designer Per ANSI/Tel t Bae.2. SacramemQCA95828 For more information see-this Job's general notes page anti these web sites:-- - -- Renawwl R/RM'!MR SPACING 24.0" ..n..,r. ......._._,__,_...__-, err.. • .IRFF- 1W6H7175724 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - D ) 'op chord 2x4 HF #2 120 mph wind, 21.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, 'or dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5(R1) D/ I6 6 3-10-3 0-4-3 0-4-3 _L ■ 6 i ■ 091 0- 1.5X4 III 2X4(A1) -- 2X4(A1) 1.. 1-6-0- -1 1•<-1-6-0—›.1 1< 7-0-0 'I.` 7-0-0 (_ 7-0-0 ...J_ 7-0-0 J I< 14-0-0 Over 2 Supports >{ R=720 U=43 W=5.5" R=720 U=43 W=5.5" RL=76/-76 so Design Crit: IRC2012/TPI-2007(STD) 0 PROFFS 'LT TYP. Wave FT/RT=2% 0% /4(0) 16.01 .4 •L4 GSM `r'i OR/-/1/-/-/R/- Scale =.4375"/Ft. vas Components of Oregon (503)357-'2118 ”IMIiING1e' READ AND FOLLOW ALL NOTES ON THIS OWING! 4f' 825 N 4th Ave,Cornelius OR 97113 0.1gFORTANra' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS' 83294PE 'TC LL 25.0 PSF REF R7175- 2407 Trusses require m tremor care in fabricating, handling, shipping. Installing and bracing. Refer to end 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 than functions. Installers Shall provide tgerary bracing per SCSI. tint...noted otherwise. - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17338349 t 1�A rigid calling. tions shown for permanent lateral train or webs shall have bracing installed per BCSI 12/05/2017 ■1' ,P 0 N 1 0 sections B3. 87 or 810, an applicable. Apply plates to each face of truss and position as whoa,above and on the Joint Details. unisex,noted otherwise. Refer to Inc. she,Ino4 for standard pfore nys evict. OREGON BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a division or ITN bu But ttl t uss Components Greer Inc. .hell not be rtfor any deviation from this . drawing, any&brace go build the truss in conform.nca wlm ANSI/TPI 1. or for handling, shipping. /! fZ �► t0 TOT.LD. 42.0 PSF SEAN- 47781 AN ITW COMPANY Install/Minn a bracing or'trusses. A seri on this erwing er sewer page listing this droning, India n:so aaaptrrs of p/OM.lel.l engineering ` LY 14,20 respons for the 8351 Roma Circle r..Re.14111ty of the Wlldlog D signer�AM I/suitability it1 Ilse i rue use this drawing for Mly structure is the •self Tar t• DUST.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information sew this Job's general notes page and thews web sites: ,_.__,_..__-. w .. Rdandawsd nlaluMIA SPACING 74.0" 1RFF- 1W6H7175794 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - E ) "op chord 2x4 HF #2 Full Height Blocking reinforcement required to lot chord 2x4 HF #2 prevent buckling of members over the bearings: Webs 2x4 HF Std/Stud :W2 2x4 HF #2: bearing 1 located at 0.00' 20 mph wind, 23.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member inywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 design. ,sf.. Bottom chord checked for 10.00 psf non-concurrent bottom chord live .eft end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. lefiection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. 1.5X4111 i 3X5 7-4-3 � s 0-4-3 u l _i_ 1.5X4 III 3X5(R) III 2X4(A1) EE L1-6-0J 1� 6-7-0-----+-----7-3-4 F 14-0-0 Over 2 Supports R=591 U=83 W=5.5" R=734 U=15 W=5.5" RL=-181 Design Crit: I RC2012/TPI-2007(STD) tG�EV PROFFSS, ALT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .tA •moi 46N �• OR/-/1/-/-/R/- Scale =.34"/Ft. vss Components of suss (503)357-2118 ""WARM RNIee SEAS AND FOLLOW TOALL NOTES ON THIS INCLUDING Or ��TC LL Z5.0 PSF REF R7175- 2408 825 N 4th Ave,Cornelius OR 97113 "•IIPdITANf"" Puwlsx TNIs gRA/Ig0 m ALL cgmrgACTogg INCLIDINB TME INgfAILQi.Trusses require a tr care nn fabricating, handling, shipping. Installing ane bracing. Refer ta and follow �/ tha latest edition of SCSI (Building Component Safety Information. by TPI and MITA) for safety practices prior DL 1 0.0 PSF DATE 12/04/17 co performing theme functions. Installers shall provide temporary bracing par SCSI, cashes noted otherwise, top chord shall properly attached structural sheathing and bottom chord shall have.properly attached :C DL 7.0 PSF rigid caning. Locauon+shown for permanent IOterel restraint or wsh+steal hese bracing installed per SCSI 12�U$�2U17 DRW CAUSR7175 17338344 n 1,1=0[1 o��N ; *actions R3, 87 or BID, as.PPIbabies. Apply plates to each face of truss end position as shoe.,.bow.and on A ll ,1 I the Betel nnleme noted otherwise. Refer to drawing.100A_2 for standard plate positions. BC LL 0.0 PSF CA-ENG RTT/RTT I , alplro, a division of ITS Building Components Group Inc. shall not be responsible for any deviation from this OREGON drag ng, any failure to I ildsru the truss In conformance pelta,ANSI/TPI 1. or for handling, shipping. 11 `ZW 14,Z0� TOT.LD. 42.0 PSF SEQN- 47775 AN ITW COMPANY Installation r bracing or trusses. A w1 en this drawing er sewer pops listing chi.droving. Indigene.seeeptanse sr pfef.e.lan.I engineering ign 8351 Rovme Circle responsibility solely Salle.WilmrygDesignerrppar ANSI/TSI 1 See. 2.and toe w this drawing far.ny structure is w s$@"Tate•, DUR.FAC. 1 .15 FROM BB Ssomgemo,CA95828 For more information see this Jobs general notes page and these web sites: Ran.wwl atarvvniA SPACING 24.0" .1RFF- 1W6H7175724 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - EG ) op chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED lot chord 2x6 HF #2 I 2 Webs 2x4 HF Std/Stud :W2, W8 2x4 HF #2: Nail Schedule:0.120"x3'•, min. nails Top Chord: 1 Row 012.00" o.c. special loads Bot Chord: 2 Rows a 3.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row a 4" o.c. TC- From 72 plf at 0.00 to 72 plf at 7.00 Use equal spacing between rows and stagger nails TC- From 72 plf at 7.00 to 72 plf at 14.00 in each row to avoid splitting. BC- From 7 pit' at 0.00 to 7 plf at 14.00 4" o.c. spacing of nails perpendicular and parallel to BC- 1540.15 lb Conc. Load at 1.94, 3.94, 5.94, 7.94 grain required in area over bearings greater than 4" 9.94,11.94 120 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located -russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 :e=1.10, CAT II & Pf=21.17 psf. psf. .lid verticals not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. lind loads and reactions based on MWFRS. JT LATE4X5(R) III No SIZES HIFTAL BCITTED 4 W5X7 3.00 R 3.00 [11] W5X7 3.00 L 3.00 6 1 1, 1 6 3X51.% 3X5< 6X6(8) - 6X6(R)EE 5-10-3 ill , 2-4-3 2-4-3 Milillillliml 18-0-0 DEllga Pena 5X7[4] = 6X8= 5X7[11] 3X7 III 3X7 III I_ 3-6-0 3-6-0 3-6-0 3-6-0 f 3-6-0 'I` 3-6-0 'I` 3-6-0 'I` 3-6-0 7-0-0 I 7-0-0 14-0-0 Over 2 Supports i R=5217 U=257 W=5.5" R=5135 U=254 W=5.5" RL=52/-52 Design Crit: IRC2012/TPI-2007(STD) ItP PROAL, vs.LT TYP. Wave FT/RT=2% 0% /4 0 16.01 .i`_�fJ��r:*I� S OR/—/1/—/—/R/— Scale =.4375"/Ft. vss Components of Oregon (503)357-2118 •'WARNINGI a• NEIID AND I OLLDD ALL NDTES ON MIS DINIINGI (� TC LL 25.0 PSF 825 N 4t Ave,Cornelius OR 97113 ••iNparnu . FURNISH TINS DONNING m ALL carom-rats INCLUDING TME msTAUEN+• REF 87175— 2409 Trusses require.Croom tare in fabricating, handling. shipping. Installing and bretnrg. Refer to end Tol low f'. J DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (IAA ltling Component Safety Information, by TPI and NTCA) Tor safety prectlds prior /�- to performing these functions. Installers,hall provide ngary bracing per SCSI. Unless noted otherwise, - cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338338 rigid calling. Locations shown for permanent lateral restraint of webs shall hew bracing installed per GC ,4��� sections 03, B7 or 510, as applicable. Apply plata,to each face of truss and position as shown above and on 12/05/2017 ' IN I "A":„.-:—.3, B7 o, unless noted A Refer to each face fpr s"--7:7.°:.:7..y and pes ltlw a divide:oT ITN Suilding Coapon nta Group Inc. ,hell net be: eeviation from this OREGON BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss in conformance with A161/TPI 1, or for handling, shipping, AN ITW COMR4NY Installation.bracing of tri.,ae,. TOT.LD. 42.0 PSF SEQN— 34554 A seal an this drawing or ewer papa Iieting this drawing, Indlestas sewptrra of prefeeaianwl eegile.ring , `00,14,2004 respenelbl i lty solely for the ensign Mean- The suitability and taw of this drawing for any stnistare Is the 8351RovanaCircle r-oases°Illt„ofas..Ildi,15D—Talon..r,N�I/Pi ,tee•S. weei,Tar • DUR.FAC. 1 .15 FROM BB Sacramen(aCA95828 For mese Information see rola Job's general nets Pege and rhes.web alt.,: SPACING 24.0" .1RFF- 1W6H7175724 THIS DMG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - BGE ) 'op chord 2x4 HF #2 120 mph wind, 19.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. 'rovide lateral wind bracing per ITWBCG wind bracing details or per Wind loads and reactions based on MWFRS with additional C&C member engineer of record. 2X3 studs require reinforcement at 70% of the length design. :abulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind lottom chord checked for 10.00 psf non-concurrent bottom chord live load bracing requirements. Ipplied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase 'russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. :e=1.10, CAT II & Pf=21.17 psf. 'russ designed to support 1-0-0 top chord outlookers and 5.00 PSF :ladding on one face, and 24.0" span on opposite face. Top chord may Ie notched 1.5" deep X 3.5" periodically along top edge. DO NOT )VERCUT. No knots or other lumber defects allowed within 12" of Iotches. Do not notch in overhang, heel panel or where shown by (NNL). 4X5 a PR 6 6 3-7-3 a II 9 0 II 0 a V it 0-4-3 i Imo0-4-3 -0-0 I 2X�1Y/////// ///// ////X4(/// \ 4 2A1) --- I.--1-6-0-->-1 I.--1-6-0-->-1 L-1-6-0—=,..1 I. 6-6-0 J_ 6-6-0 J I< 13-0-0 Over 2 Supports >1 R=282 PLF U=8 PLF W=3-2-8 R=282 PLF U=8 PLF W=3-2-8 RL=22/-22 PLF lote: All Plates Are 1 .5X4 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) E P . LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .18 ,rpt► d' OR/-/1/-/-/R/- Scale =.5"/Ft. 7 ••MRIs I NGI•• READ AID FOLLOW ALL NOTES ON TNIS ORANINSI 825 N 4th Ave, of Oregon 9711 57-_118 •,IlrmrANr•• FURNISH THIS CRANING TO ALL coN Ips INCLUDING THE INSTALLERS. '° 4, - ,Q" TC LL 25.0 PSF REF R7175- 2410 825 N 4th Ave,Cornelius OR 97 r 13 14 83294PE �i Trusses require ditio.trema cera In fabricating. hafetyI ablation, y TOO installing and) for Refer to and follow r DL 10.0 PSF DATE 12/04/17 the IetaaY edition or RCS! (Building Component Safety Information, by TPI and yfG) Tor aafse practices to performing these functions. Installers shall provide temporary bracingnoted otherwise, top chord shell have properly attached structural sheathing and bottom chord atoll have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338342 rigid ceiling. Locations shown for permanent lateral restraint of webs Shell have bracing Installed per BL II L IIIII ,4 O�0 ^... sections 83, 07 Or 810, as applicable. Italy plates each face of trussand position as shown above and on 12/05/2017 �r- the Joint Details, unless noted otherwise. Refer to drawings 180A-Z fortandard plate positions. BC LL 0.0 PSF CA-ENG RTT/GTT Alpine. a division of ITN Building Components Group Inc, shell not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/Tal 1, or Tor handling, shipping, AN ITW COMPANY ihetallatlon Iii orating of trusses. = TOT.LD. 42.0 PSF SEQN- 30437 % A soul on this llrwing er moor pays listing this arriving, Ineleatea soneptarlee of prs/sAlemel .IIRinnriro G wLY 14,20� 4) responsibility solely for the design The meltability end r of this drawing for ey structure is the _s, t OUR.FAC. 1 15 FROM BB 8351 Rovana Circle reeperlsleu ler of the Building ani A16I/1!I 1 R.e.a. 'rale Ta" SPACING /� 1 /� Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: .IPA^.1 N^, ''4.0" —...F. ......._. __,_... . wr..m. 1RFF- 1WBH7175794 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - JGE ) -op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. 'rovide lateral wind bracing per ITWBCG wind bracing details or per Wind loads and reactions based on MWFRS with additional C&C member engineer of record. 2X3 studs require reinforcement at 70% of the length design. tabulatedfor 2X4 studs of the same grade. Right end vertical not exposed to wind pressure. ;ee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind tracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. -russ designed to support 1-0-0 top chord outlooker span and :ladding load not to exceed 3 PSF one face, and 24" span tpposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c 'long top edge.DO NOT OVERCUT. No knots or other lumber defects 'Mowed within 12" of notches. Do not notch in overhang or heel panel . IIII il Il 4......111111111111111111111111111111111111111111111 2-11-15 i i i 9-0-0 I 2X4(A1) L-1-6-0- 1 8-0-0 Over Continuous Support >{ R=116 PLF W=8-0-0 RL=7 PLF lote: All Plates Are 1.5X4 Except As Shown. p PRO t Design Crit: IRC2012/TPI-2007(STD) fE P . LT TYP. Wave FT/RT=2%(0%)/4 0) 16.01 .: ��/al:7!, S OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-2118 eeWARMIMGI sae HEAD Ate FOLLOW ALL NOTES a THIS SWIM (� TC LL 25.0 PSF 825 N 4th Ave,Comelius OR 97113 eeHiCRTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 1112 INSTALLERS. �,i REF R7175- 2411 Trusses require macrame core In fabricating, handling, shipping. Installing and bracing. Refer to and follow Rha latest edition of BcSl (Building Component Safety Inrormat1on, by TPI and ISG) for safety practices prior / J DL 10.0 PSF DATE 12/04/17 to performing these'unctions. Installers shall provide temporary bracing per SCSI. Unless'sated otherwise. Ogilikh top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached n rigid ceiling. Locations shown for permanent lateral r b restraint of wes shall have bracing 1 tal led per BC BC DL 7.0 PSF DRW CAUSR7175 17338337 ,4��B sections B3, B7 or 810, as applicable. Apply pisses Co each Tete or trussaposition as sabase and on 2/05/20 the Joint Details, unless noted otherwise. Refer to drawings 1BOA_Z for standard shown 1 17 tandard plate positions. L BC LL 0.0 PSF CA-ENG BFR/ETT Alpine, a division of ITB Building Condiments Group Inc. ,hell not be responsible for any deviation from this OREGON drawing, any'allure co build the truss In conformance with ANSI/11,1 1, or for handling, shipping, AN ITWCOMRAINY Installation a.raping of trmaae,. 1 C TOT.LD. 42.0 PSF SEQN- 30464 A w1 a,this drawing or.ewer pros listing this draping, indicates sweetened,of professions, .Rgln.ePIRg G `ZLY 14,28 0 r..peneibi i Sty solely ser the design each. The suitability and use of this draping far sly.tnstiaw is to rssSlolalbISity er Building Designer par ARalrnl t Bae.2. S8e�n Tan. OUR.FAC. 1 .15 FROM BB 8351 Rmma Cinlr , Secy metUo,Cnvsszs For more Information sea this Job's general notes page and the,.web alta.: SPAC I N(; 24.0" JEFF- 1W6H7175774 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - J ) 'op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. leflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. 'or dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W1.5X4 S 2.25 4X5 III Al ai 2-11-15 iggiggidIIII i �J9-0-0 1.5X4[9] III 2X4(A1) Lc--1-6-0- 7-10-42 f 8-0-0 Over 2 Supports { R=472 W=5.5" R=321 U=4 RL=52 ¢ED PROP 'LT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) �G 410 FT/RT=2%(0%)/4(0) 16.01 .•e I A GMn1F4. O OR/-/1/-/-/R/- Scale =.5"/Ft. -ass Components of Oregon (503)357-2118 aeWARNINAND GIee READ AFOLLOW ALL NI ES a THIS oRAWINGI Ike + Z r• NG 825 N 4th Ave,Cornelius OR 97113 aa11PORfAWFURNISH THIS DRAWING To ALL emmu inns INCLUDING THE INSTALLERS. f� 83294PE Tri TC LL 25.0 PSF REF R7175- 2412 a Trusses require extreme re In fabricating, handling. shipping. installing and bracing. Refer to and follow GG L 10.0 PSF DATE 12/04/17 the latest edition of SCGI (Building Component Safety Information. by TPI and WTCA) Tor safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing a.bottom chord shell have a properly attached C DL 7.0 PSF ,a rigid ailing. Locations shawl for permanent lateral restraint of webs shell have bracing installed per SCSI 11/OC/^A DRW CAUSR7175 17338356 A r. [PI]NJ E sections 83, 87 or BID, as otedotble. Apply plates to wKh race of truss and position as!noon above and on 2 5 II tho.,nett Details, unless IT rated otherwise.Components to Inc.wlnh,BSA-Z War standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpine• a division of ITS Building truss neon Group Irshall not be responsible Tor dry depletion from rola tlrerl,g, any failure to bulla the truss in conformance with ANSI/Tpl 1. or for handling, shipping, AN ITL+VCOMPANY installation A bracing or trusses. /_ 441'14,240 0 TOT.LD. 42.0 PSF SEQN- 30465 \I t A seal on this drawing Sr newer says listing this drawing. Ind1YtN Mssyta es of professional engineering S8 16 renspen fbr the 8351 Rwana Circle reipons IIty oflat a Building�gae�lgnar per ANSI/TPIIhe t1 lase 2.�m..x this dinning Tar der.er.aselr.is Cho V @1'TE OUR.FAC. 1 .15 FROM BB Sacramento,CA95828 For more information see this Jobs general notes gage and these web sites, "'v..** .IRFF- 1WF3H717.ri724 r..,. _ , ...----__-. ,r... Renewal 8/30/2018 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE —Riverside 3382 A roof M -- master master , OR - JGEA ) -op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W2 2x4 HF Std/Stud: DL=4.2 psf. 'rovide lateral wind bracing per ITWBCG wind bracing details or per Wind loads and reactions based on MWFRS with additional C&C member engineer of record. 2X3 studs require reinforcement at 70% of the length design. :abulated for 2X4 studs of the same grade. Right end vertical not exposed to wind pressure. ;ee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind )racing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. russ designed to support 1-0-0 top chord outlooker span and :ladding load not to exceed 3 PSF one face, and 24" span Ipposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c (long top edge.D0 NOT OVERCUT. No knots or other lumber defects Mowed within 12" of notches. Do not notch in overhang or heel panel . ;S) Add 2x4 x 6-0-0 HF #2 scab to be attached to one face of top chord with 10d (0.128"X3.0") nails at 6" o.c. 1.5X4111 1 .5X4 III Top edge of scab should be 1.5" below the existing top edge (S) of the top chord. 3X51 �_��, I`'1 1 .5X4III �.►�'►,I+0'-.01.,„%w001.- 1 .5X4 * 4 r— . .4.,14::0° � 2-11-15 ■ ■ mum I . I . i ■ ■ ■J'. 0 9-0-0 w= 1 .5X4 III 1 .5X4 III 3X5= 1.5X4 III 2X4(A1) —1-6-0-- 5-5-14 _i___ 2-4-6 �1 12 Fc 6-6-0 m 1-4-4 1''i2 1 8-0-0 Over 2 Supports R=543 W=5.5" R=383 U=4 RL=52 �Eo PROpF, Design Crit: IRC2012/TPI-2007(STD) k. s's 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0e a .J►.(3t�I`1Fkn i0 OR/—/1/—/—/R/— Scale =.5"/Ft. vss Components of Oregon (503)357-2118 eeWARNINGI ee READ ANO FCCLUE ALL NOTES a THIS DRAWING' !' ' 825 N 4th Ave,Comelius OR 97113 ...IMPORTANT** FURNISH THIS moms TO ALL CONTRACTORS INCLUDING THE NENALLars. 83294PE • TC LL 25.0 PSF REF R7175- 2413 Trusses require extreme care in fabricating. handling, shipping, 1haGlling and bracing.Refer to and follow ,.../," �L 10.0 PSF DATE 12/04/17 the latest edition of BCS' (Building Component Safety Information. by TPI d WTCA) for safety practiced to performing these functions. Installers shall provide temporary bracing per SCSI. Unless rotas other-Wife, top chore shell have properly attached structural sheathing and bottom chord shell have a poperly attached ^ C DL 7.0 PSF DRW CAUSR7175 17338340 rigid ceiling. Locations shoe,for psnmensni lateral restraint of webs shell have racing installed per SCSI 12/US�2017 �l l sections 83, 87 or 810, es applicable. Apply plates to each face of truss and position as shorn above and on A I' PI] I he Joint Details, unless noted otherwise. Refer to drawings 180D-Z far standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/PTT /^�■II I `V' Alpine, a division of ITS Building Components Group Inc. shell not bo responsible for any deviation from this drawing, any failure to build the truss ,n conformmnce with ANSI/TPI 1, or for handling, shipping, a AN ITW COMPANY Installation&bracing or truss... a n4Y 14,281' �0 TOT.LD. 42.0 PSF SEQN- 30466 A seal on this,drawing or moor page'dating this drawing, Indiaatss eeeepuls of prefeesianal engineering St , reoponsibliit fbr!ha for any 8351 Rovana Circle reapallelallity of noisily i Building amigo ASCD' 1 S.s.2 Mod um or this drawling ote is tan $ell Tan DUR,FAC. 1 .15 FROM BB Sacramento,CA 95828 For more informethan see this Job's general notes page and these web sites: _._. .___ ___. Renewal 8/3012018 SPACING 24.0" 1RFF- 1W6H7175724 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - H ) 'op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. ),flection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. 'or dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W1.5X4 S 2.25 1 .5X4 III 6 3-10-3 IIIIIIIIIIIIIIIIIIIIIIIIIIIII ■ 1 ■fig-o-o m. 1 .5X4[9] III 2X' (A1) I.L--1-6-0--..I 6-9-4Z 7-0-0 Over 2 Supports >1 R=436 W=5.5" R=284 U=9 RL=70/-27 QED PROFF Design Crit: IRC2012/TP1-2007(STD) k. SS, 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0 e�e-4 0,O6NE 'p OR/-/1/-/-/R/- Scale =.5"/Ft. 13ss Components of Oregon (503)357-2118 **WARNING!•• READ AND FOLLOW ALL NOTES ON NIS pNWINGI 4. AQ 825 N 4th Ave,Cornelius OR 97113 ew1 ANrea FURNISH THIS DRAWING TO All CONTRACTORS INCLUDING THE IWSTALLRRS. 83294PE 7 TC LL 25.0 PSF REF R7175- 2414 Trusses require escrow,care in fabricating, handling, shipping, Installing and bracing. Refer to and followit. / the latest edition of SCSI (Building Component Safety Information, by lei and WTCA) for safety practices prior / OL 10.0 PSF DATE 12/04/17 to performing these functions. Installrs shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached ^, rigid ceiling. Locations shown for perealrnt lateral restraint of webs shall have bracing installed per BCSI 12/05/2017 ;C DL 7.0 PSF DRW CAUSR7175 17338350 ,4 L��� 1 sections B3, B7 or 010. as applicable. Apply plates to each face of trussand position shown above end on 1 the Jalnt I,atails, unl«s�:ad otherwise. Refs to drewinge,9°A-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/NTT I, Al pi ro, a tll vi sl on of ITR Bul ltl ing caganents Coup Inc. shell not b.responslbla for e ry dwiet ion Tran this tlnsany failure go build the treed in ianfarme„ie with ABSI.TpI ,. ar far handling, ,hipping. A OREGON 14,20(14 = TOT.LD. 42.0 PSF SEAN- 30467 AN IT'W COMPANY installation a bracing or crusees. /��/, • A semi an this deeming or ager pegs listing this drawing, Indiaaga excepts,Of professional engineering �� responsibility for the 8351 Rovaoa Circle rmepw..lblllty of stn.Building�Designer per A1gn Yew, 6I/suitability it1 ISae.2.End um of W'le drawing far any etrwllre let" 8,00 Tan DUN.FAC. 1 .15 FROM BB Sacramento,CA95828 For more information see this Job's general nates page and theme sob site,: SPACING 24_0" TREE- 1WRH7175724 a,.K. Ta,. sof.. Renewal 6131M2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - EJG ) 'op chord 2x4 HF #2 Special loads lot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 72 plf at -1.50 to 72 plf at 1.85 20 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -1.50 to 4 plf at 0.00 Inywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 plf at 0.00 to 7 plf at 6.00 )L=4.2 psf. BC- 21.86 lb Conc. Load at 2.00 BC- 30.63 lb Conc. Load at 4.00 find loads and reactions based on MWFRS. BC- 95.36 lb Conc. Load at 5.94 lottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase Ipplied per IRC-12 section 301.5. factor for dead load is 1.50. R=62 4., 9-11-12 1 1-3-4 li II 0-4-3 IX 1 41-130-0 0-i-8 2X4(A1) ss>lc 1-10-3 >1., 4-3-5 1 Fc 6-0-0 Over 3 Supports R=267 U=21 W=5.5" Design Crit: I RC2012/TPI-2007(STD) QED PRO/.FS LT TYP. Wave FT/RT=2% 0%)/4(0 16.01 .' G f %.9 OR/-/1/-/-/R/- Scale =.7511/Ft. ins Components of Oregon (503)357-2118 eeWARIIINGI we READ AND FOLLOW ALL NOTES a Ills DIMINO! L(.` �!1 F,Q 9, TC LL 25.0 PSF REF R7175- 2415 825 N 4th Ave,Cornelius OR 97113 ..INFCIDANrae FURNISH VAS°"//I"6 TO ALL CCOMACTORS INCLUDING TME INSTALLERS. 83294PE Trusses require extreme Cure In fabricating, handling. ,wlppion, installing and bracing. ears to..e rpllow A. /. DL 10.0 PSF DATE 12/04/17 LM latest edition or BCSI (Building Component Surety InfOrla cion, by TPI and NIG) for safety practices prior Wm _ o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. topee. chord shell have properly attached structural sheathing and bottom chord shell have a properly attached BC DL PSF rigid ceiling. Locations shown for permanent lateral restraint of webs Shall hate bracing installed per 8C 7.0DRW CAUSR7175 17338339 .1 actlone 83, 87 or 810, as app table. Apply plates to each face of truss and position es shown above and on 12/05/201 7 �=1 fI PO I 1 the point Details, unless voted athemise. Refer to drawings 100A-Z for ste,dard plate positions. BC LL 0.0 PSF CA—ENG RTT/RTT II I V I Alpine, a dlvl,ldn TN Bullding Compo ant,Group Inc. shall wt b.r.apon.ibl.fo a ry davlation prem thio OREGON tlnewi ng, any fa hraci go build Cha Croon in eMfMm.nce wl Lh ANSI/TPI ,. or for hentll lhg shlpph,g, TOT.LD. 42.0 PSF SEQN- 34593 AN 11'W COMPANY lnste neo on a bracing or trusses. A soil an ale draping of moor pugo listing al•ermine. Indleet...aseptalw of professional.ngln..rleg �/- �Ly 14,20" r.epenelblllty.ally for the design shown. The suitability end we.f als drmina for ane,etntstLc.I.the Y 8351 ROybnaClrcle re.paribillty of the&Aldine Designer per ARSI/nI T sap.:. S•@JI Tan DUR/.FA1/C�. .1].15 FROM BB Sacramento,CA 95828 For more Information see this Job's general rotes page and these web sites: - - SPACING 24.Ahl a,. __.... P 1RFF- 1W6H7175724 THIS MG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - Eu ) 'op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located tot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. ).flection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. 1! 4_10-11-12 i R=111 U=8 I sl 2-3-4 2X (A1) — R=86 Lc_ .1-6_0 >1< 3-10-3--------->i‹----2-3-5---->i 1.< 6-0-0 Over 3 Supports >{ R=329 W=5.5" RL=44/-21 Design Crit: 1 RC2012/TPI-2007(STD) CEO PROFS LT TYP. Wave FT/RT=2%(0% /4 0 16.01 .0 • S ( �_ • ��«� / OR/-/1/-/-/R/- Scale =.5"/Ft. 18sComponents ofOregon (503))357-2118 eeIVARNINGiee REM AID FOLLOW ALL NOTES ON THIS DRNIIINBI 2416 825 N 4th Ave,Cornelius OR 97113 '•IIPBRTANr'• FURNISH MIS w1NefO To ALL CONTRACTORS INCLUDING THE INSTALLERS. �A 4. 83294PE 4. TC LL 25.0 PSF REF R7175- Trusses require extreme cars in fabricating, handling, shipping, Installing and bracing. Refer to and follow ////�yyt�e the latest edition of SCSI (Building Component Safety Information, by TPI and STCA) for serety practices prior '/ - DL 10.0 PSF DATE 12/04/17 to performing these functions. tInnstallers shell provide tenoorary bracing par SCSI. Unless noted otherwise, 001 top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown r permanent lateral restraint of webs shell have bracing installed per Be DRW CAUSR7175 17338341 sections B3. 87 or 810. as applicable. Apply plates to each faca of truss and position as shown above end on 12/05/2017 ' IO-SIJ IBJ Cha Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. L J BC LL ,4 N I 1 Alpine, a division of 17W Building Components group Inc. shall not be responsible for any deviation from this OREGON 0.0 PSF CA—ENG BFR/RTT drawing, any failure to Wild the truss in conformance with ANSI/TPI 1. or for handling, shipping, h, AN ITW COMPANY in,talletien.arming of Cruse.,. �w_ /fie TOT.LD. 42.0 PSF SEQN- 30469 A semi an this dewing or spoor paps listing this drawing. indicates aces/Cense of p,asNe slel erg4, "LY �insarlrp 14,i� (• responsibility eerely for this Orion.hewn. The suitabi l ity and we of this drawing Teretl strhet re in the 8 DUR.FAC. 1 .15 FROM BB reepalelbillty of w Wilding Drlaner per ANSI/TPI 1 lees. 8351 oy8I18 Circle ranielt Tan' �n(D,CA9s828 For more information r.thisand these mob alt..: SPAC eb,general not.,gag. INC. 74.0 1RFF- 1WBH7175794 1 THIS CMG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - F ) -op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. leflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. 'or dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W1.5X4 S 2.25 1 .5X4 III iiiii1 i 6 I 3-3-15 ■ i SEEMS a`= 1 .5X4[9] III 2X' (A1) L-1-6-0- 5-8-122 5-11-8 Over 2 Supports :{ R=393 W=5.5" R=236 U=8 RL=61/-25 Design Crit: IRC2012/TPI-2007(STD) AlLRS LT TYP. Wave FT/RT=2% 0% /4 0 16.01 .f� v ATs' OR/-/1/-/-/R/- Scale =.5"/Ft. ins Components of Oregon (503)357-2118 aaWARNINGI as READ AND FOLLOW ALL NOM ON THIS pN/INGI TC LL 25.0 PSF REF R7175- 2417 825 N 4th Ave,Cornelius OR 97113 >a11FORTANre> FURNISH MIS CONING To ALL COafRPCTORB INCLUDING THE INSTALLERS. Tru require extreme caro in fabricating, noodling, shipping, Installing and bracing. Refer to and follow � the latest edition of 8C51 (Building Component Safety Information, by TPI and STCA) for safety practices prior � DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shell provide temporary bracing par SCSI. Unless noted otherwise - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338347 rigid calling. locations shown for permanent lateral restraint of weds shall have bracing installed per BC sections 83. 87 or 810. as applicable. Applyplates to each face of truss and O 1 position as shoe,above and br, 1 the Joint Details, unless noted otnorwfae. Refer Co drawings 160A-Z for standard plata positions. 12/05/2017 A�J[]N I , Alpine, a division of 178 Building Components Group Inc. Shell not be responsible for any deviation iron this BC LL 0.0 PSF CA-ENG BFR/OTT drawing, any failure to Wild the t conformance with ANSI/TPI , OREGON for nondling, shipping. AN ITW COMPANY installation.bracing of tru,ee>. r"" '"` orG TOT.LD. 42.0 PSF SEQN- 30472 • A Gaol an this drwing or ardor Code lasing this drawing. Indleetee aaa�talw of prof esian.I engineering �/- 'JLy 14,20" 0 rape elellity eelely for the Owings Yews. The elita.ility end a_of this drawing rep atfaatlr.I.the Y 8351 Rovana Circle reapwei°Ility or Ill.Wilding meager per ANsirnl ,taxa¢. �'°' e'en Tar DUO.FA/C�. 1 .15 FROM BB Sacramento,CA 95828 For more information see this Jobs general nates page and thea.wob sites: / 1 SPA('I Nll 94.�h „nl.w. ...._.._._,__,_...__-. ,_ __-. 1RFF- 1WFiH7175794 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - G ) "op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. 'or dead load is 1.50. 1 .5X4 III i 2-1-3 ■ I i ■J 4_9-0-0 ►.. 1 .5X4 III 2X' (A1) L-1-6-0--›.1 3-3-4 2112 E3-6-0 Over 2 Supports R=301 W=5.5" RL=41/-20 R=117 U=3 P Design Crit: IRC2012/TPI-2007(STD) AI � `R�S OR/-/1/-/-/R/- Scale =.5"/Ft. 'LT TYP. Wave FT/RT=296 0% /4 0 16.01 .pp r S vssComponents ofOregon (503)357-2118 "WARNINW• MEAD AND FOLLOW M1 wants ON THIS awINIwa1 Iieli 825 N 4th Ave,Comelius OR 97113 ...IMPORTANT.. FURNISH Till naNIiq m ALL CONTRACTORS IN0.(DINS THE IMFULLERS. 14/ Trusses TC LL 25.0 PSF REF R7175- 2418 Trusses rayuire extreme care in fabricating, handling, shipping, inetalllnng end bracing. Refer to aro follow the latest edition of Bcti (Building Component Safety Information, by TPI and STCn) for safety practices prior d / DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, _ top chord shell have properly attached structural 41211114 sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338348 rigid calling, Locations shown for permanent lateral restraint or webs shall how bracing installed par BC ,4 �� Esections B3, B7 or B10. as applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 the Joint Details, unless noted otherwise. Refer to drawings 180A-I far standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of Iri Building Components Group Inc, shall not be respamible for any deviation from this OREGON drawing, any faller,to build the trims in conformance with I1NSI/TPI 1, or for handling, shipping, AN ITW COMR4NY installation i bracing of trLieges. = TOT,LD. 42.0 PSF SEQN- 30475 A mai en this drawing In ing or sower pogo listing this droving, Millesimal..e.ptasn a.of professional pining 4 `ZLY 14,20V es r..psham.waM ibiiity solely for the design sham. The wmmit.biiity.sd uof this droving for anystructure Ie the s 4 OUR,FAC. 1 .15 FROM BB 8351 RovanaCircle rp .ibiiicy the Wilding D..iglar per AI6i/TPi 1 B.e.s. Sell Tar Sacramento,CA 95828 For more Information see this Jobs general nota.page and these web sites: SPACING 24.0" .IRFF— 1W6H7175724 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - SJ1 ) "op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Ipplled per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. leflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. R=16 U=4 119-11-12 6 1-3-4 orgii/I i-11 9-0-0 1 wcom 2X, (A1) = R=22 U=4 Le-1-6-0 ›J‹ 1-10-3 9 1-11-4 Over 3 Supports R=262 U=2 W=5.5" RL=27 Design Crit: IRC2012/TP1-2007(STD) 1.7' PROFFS " 'LT TYP. Wave FT/RT=296(0%)/4(0) 16.01 .'` `{ r U4 • OR/—/1/—/—/R/— Scale =.5"/Ft. vss Components of Oregon (503)357-2118 •'WMeiINGI.. REMAND M NN ALL NOM ON THIS ORATING! Mir 46, TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT'' FURNISH THIS DRONING TO ALL cairmwmas INCLUDING NE INSTALLERS. 83294PE • 1 REF R7175— 2419 Truwaes require.etrene care in fabricating. 'welling, shipping, Installing and bracing. Refer to end fellow the latest edition of BCS! (Building Component Safety Inforeetion, by TP1 and WTCA) for safety practices prior / DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BC51. Unless e. s noted otherwise. top chord,hall have properly attached structural sheathing and bottom chord.hell have a properly attached C DL 7.0 PSF rigid coiling. Locations,hewn for permanent lateral restraint of webs shall have bracing installed per Bcsl ^' DRW CAUSR7175 17338346 ,4 �0�� / sections 83, 87 or 810, ma applicable. Apply plates to each face of trussand position as shown above end on 12/05/2017 the Joint Uetalls, noted pth.rwis.. Refer tag aresingo 1608_Z fortaartl plata pos+tlo,m. BC LL 0.0 PSF CA—ENG BFR/PTT reel e. a any failure of 1bu Building truss encs o oup Int. ,hell not b.rorfor Man far shipping, free this OREGON drawing. failure to build the in conformance with ANSI/Tpi 1, Or for handling, shipping. TOT.LO.L0. 4 2.0 PSF AN ITW COMPANY +nate Ilation a bracing of trusses. 14,14.20. SEQN— 30477 A semi en this droving Sr mailer page listing this drawing. 108185tee a opt Mos or professional engineering 8 " (a for the 8351 Roma Circle Meer"ar shitty solely Wilding Designer AI81/iPi 1 1.e 2. le.of tyle drawling Per""""""'"'the *sell r DUD.FAC. 1 .15 FROM BB SaclamrntaCA95828 For more information.»this Job's general not.,pege and thees web sites: o...........i 3trsmmn40 SPACING 24_n" .1RFF- 1W6H7175724 THIS DNS PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - SJ2 ) 'op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live load ipplied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. leflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. R=100 U=10 :I 41_10-11-12 1 6 2-3-4 111111111111111 ►_ R=31 2X' (A1) L-1-6-0 >L 1-11-4 ›Jc 2-0-7----›.1 3-10-3 Over 3 Supports R=296 W=5.5" RL=44/-21 Design Crit: I RC2012/TPI-2007(STD) ��LEO PROFFS 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .P d 0 8V t, `r/ OR/-/1/-/-/R/- Scale =.5"/Ft. Tess Components of Oregon (503)357-2118 •*W+NINGI•• READ AID FOLLOW ALL NOTES a MIS NWIfINGI 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT• FURNISH THIS wNA Is°" ING'°ALL nerons INCLUDING THE INSTALLERS. 83294PE 9 TC LL 25.0 PSF REF R7175- 2420 Trusses require escrows care in fabricating, handling. shipping. Installing and bracing. Refer to and follow �,�- DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information. by TPI and fifCA) for safety practices prior to performingothese functions. t installers shall provide tangorary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17338345 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Called per BCSI 12/05/2017 ��� i sections 83. 87 or B10, as applicable. Apply plates to each face of truss aM position as shown above and on 1 I t:7:-.°::::7::::7,%"::7:::*--- ..Jgint na[eil,, unless noted dthormi.e. Refer to drawin{ie,BRA-Z far ata.,dard plan poaltienv. BC LL 0.0 PSF CA-ENG BFR/RTT L_, AIPfnoa dfvislon Of IlN Building Coepoent.Group Ina. aho11 not w responslDle for any dwletlon free this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY Installation a bracing of trusses. V► C TOT.LD. 42.0 PSF SEQN- 30478 < A seal a this y droning or sewn design listing this draoIt II. I end g a0.�{'n drawing of g rep al a Ietle..I.g t �� elf�Ta�'�0 DUR.FAC. 1 .15 FROM BB A...l ability solely for the design slum.. Tine euitabillty end of this drawing far any structure Is Cha lee 8351 Rovana Circle .. pe. ibllity of the Building GIgIN) •r per AI/TPI 1 See.2. Sacramento,CA 95828 For more Information mese this yob's general note.page and these web sites: n.... m.. _-....--,-_. -_-. .„r. _._.-..._._..___. m,nranM SPACING 24.011 -�-�--�- 1RFF- 1W6H7175774 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - SJ3 ) 'op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live load ipplied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. 11 k 11 11-11-60� R=162 U=16 s1 oillIlli 0-4-3 i igi !1 +9-0-0 1 R=95 U=7 2X4(A1) L--1-6-0 >< 1-11-4 >J< 4-0-7 ,l E5-10-3 Over 3 Supports >{ R=308 W=5.5" RL=60/-25 EO PCROFF Design Crit: IRC2012/TPI-2007(STD) 4 S 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .'' t(t HV F� �'R OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-,I 18 ••WW INGI•• HEAD AID FOLLOW ALL Imes ON THIS OWING! 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT*. FURNISH TM's SNARING m All comtocTCs INCLUDING 1112 INSTALLERS. 83294PE TC LL 25.0 PSF REF x7175- 2421 Trusses require extreme ore in fabricating, handling. shipping, Installing and bracing. Refer to and fallow the DL 10.0 PSF DATE 12/04/17 latest edition of BCSI (Building Component Safety Information, by TPI end 81-CA) for safety 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 shall have a properly attechatl i C DL 7.0 PSF DRW CAUSR7175 17338351 rigid ceiling. Locations shown for permanent lateral restrhint of webs shall have bracing installed per SCSI 12/05/2017 s 83, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on Ail L El sections 83, Details, unless noted otherwise. Refer to drawings 100A-2 for tandard plate positions. BC LL 0.0 PSF CA-ENG RTT/RTT .�=i II J I-1 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 conforwnce with ANSI/TPI 1, or for handling, shipping, AN ITW COMR4NY installation 6 bracing of trusses. hljj�Y 14m 20 ,0 = TOT.LD. 42.0 PSF SEQN- 34111 + A semi en this droving or ewer pegs listing this Yrwing. Indicates 66asptY1M of professional engineering �� ell Tan��� Ter tho 8351 Rmana Cimle Temp`eibliity m`thee BuildingeDeDelsiggner per AGSI/TPsuitability t1 ISew 2.��``V this d•Niq Tar any.ermrae,.e Is the g DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this Job's general nates page and these deb sites: _._,__._..___. wr..,. ._,_...___.. Clion uvelawmon4a SPACING 24.0" 1RFF- 1W6H7175724 • Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 • 2x4 Brace ! (1) 1x4 'L' Brace w (1) 2x4 'L" Brace A i(2) 2x4 'L' Brace **I(1) 2x6 `L' Brace w (2) 2x6 "L' Brace IR* Bracing Group Species and Grades Gable Vertical iNo 1 I i I - Spacing Species ', Grade I Braces Group A Group B Group A Group B !Group A Group B !Group A !Group B Group A Group B Group A: 1i Spruce-Pine-Fir Hem-Fir #1 / #2 j 4' 7" 7' 10" 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0" S #3 4' 4' ! #1 / #2 Standard #2 Stud T 7' 2' 7' 8' 9' 1` 9' 5' 10' 10' 11' 4' 14' 0" 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard U _ — ' Stud 4' 4" 7' 2' 7' 7' 9' l' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0" 14' 0" 14' 0' - U i Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9" 10' 10' 11' 4" 12' 10' 13' 9° 14' 0' 14' 0' Dou.las Fir-Larch Southern Pinewww U ' #1 4' 10" 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' k3 #3 ! D ! #2 stud #2 4 7" 7 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0" 14' 0" 14' 0" I ._...____� __-_. Standard Standard #3 4' 6" 6' 6' l_ 6' 11" 8' 7' 9' 2' 10' 11' i 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' CI] S H Stud 4' 6" 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0" i 14' 0" Standard 4' 4' 5' 9' 1 6' 1' 7' 7' 8' 2' 10' 4' 11' 1` 11' 11' 12' 10' 14' 0' I 14' 0" Group IM #1 / #2 5' 3" 8' 11° 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' I 14' 0" Hem-Fir #3 5' 0' B' 10' 9' 3" 10' 5' 10' 10 12' 5' 12' 11' 14' 0 14' 0' 14' 0' 1 14' 0' 1 #L a Btr U H r Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10" l 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 F Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11" j 14' 0' 14' 0' 14' 0' 14' 0` Dou.las Fir-Larch Southern Pinewwx #1 5' 6' 9' 1" 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0" ! 14' 0' 14' 0" 14' 0° #1 #1 SP _ #2 5' 3' 8' 11° 9' 3' 10' 7° 11' 0' ! 12' 7' 13' 1' 14' 0' 14' 0' 14' 0" 14' 0' #2 #2 #3 5' 1" 7' 11' 8' 5' 10' 6' 10' U. 12' 6' 13' 0' 14' 0' 14' 0' 14' 0" 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board). U i- L_ Stud 5' 0' 7' 11" 8' 5" 10' 6' 10' 11' 12' 6' 13' 0' 14' C' 14' 0' 14' 0' —14' 0' So. Pine use only Industrial 55 or I � { wwFor 1x4 Standard 5' 0" 7' 0" i 7' 5" 9' 4' 10 0' I 12' 5' 12' 11" 14' C' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B Z / #2 5' 9' 9' 10' 10' 2' 11' 7" 12' 1" 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. 5-_-_, _ #1 #3 5' 6' 9' 8' 10' 1" 11' 6" 11' 11° 13' 8' 14' 0' 14' 0' 14' 0' i 14' 0' 14' 0' Gable Truss Detail Notes', J U _ - Stud 5' 6' 9' 8' 10' 1' 11' 6' 11' 11" 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. C P Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0" Provide uplift connections For 70 Of over � � I I #1 6' 0' 10' 0' 1i 10' 4' 11' 9' 12' 2' 14' 0" 14' 0" 14' 0" 14' 0' 14' 0" 14' 0' continuous bearing (5 psf TC Dead Load) \ 5 ' #2 5' 9' 9' 10' I 10' 2' 11' 7" 12' ! 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load From 4' 0' outlookers #3 5' 8' 9' 2" { 9' 9' 11' 6' 12' 0' 13' 9' 14' 0" 14' 0" 1 14' 0' 14' 0" 14' 0' with 2' 0' overhano, or 12' plywood overhang. J• Stud 5' 8' 9' 2" 9' 9" 11' 6" 12' 0' 13' 9' 14' 0' 14' 0" 1 14' 0' 14' 0' 14' 0" Standard 5' 6" 8' 1' ! 8' 7' 10' 9" 11' 6' 13' 8' 14' 0' ! 14' 0' i 14' 0' 14' 0' 14' 0" Symm rAttach 'L" braces with 10d (0.128"x3,0' min) nails, About I able Truss 1I " ! © )I( For (1) 'L' brace space nails at 2' o.c. in 16' end zones sand 4p o.c. between zones. )onal brace option, '� 3!(3i(For (2> 'L' braces. space nails at 3' o.c. in 18' end zones and 6' o.c between zones. tical length may be 1 T A !bled when diagonal 18° 31( 'L' bracing must be a minimum of:est::: web ce is used, Connect L ��► , 0 member length. )onal brace for 385# 'L' — I b each end. Max web 4 Brace :',.41111111 Gable Vertical Plate Sizes al length is 14'. �—.�_ Vertical LengthNo Splice ` 2x4 DF-L #2 orI Less than 4' 0' _104 or 2X31 better diagonalr { ! Greater than 4' 0', but2X4 ! Vertical Length shown bracer single 18' less than 11' 6' A in table above. or double cutB( (+� ! 6:10 Greater than 11' l 3X45' (asshowNat � ( �L � 'j` � i 0 + Refer to common truss design. for upper end, 41 01! IEl I) �� I peak, splice, and heel plates. �/ / / / continuous Bearing . / Refer to the Building Designer for conditions Connect diagonal at ,� FFP"`___ not addressed by this detail, midpoint of vertical web, Refer to chart above for m. ,b ' .�:i�, wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 0 i, , REE ASCE7-10-GAB1o030 wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ((/ v 83294PE NA v Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) For safety 0......-- 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 r� n,, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DR WG A 1 0 30 E N C i 01 C 14 O i shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face 12/05/2017 — i of truss and position as shown above and on the Joint Details, unless noted otherwise. ILI, Refer to drawings l60A-z for standard plate positions. OREGON AN ITW COMPANY this Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from13 , is drawingtruss in conformance with ANSI/TPI 1, or For nandling, shipping. , any failure to build theinstallation B bracing of trusses. (9 "dY14,26 to AX, TOT.L LD. 60 PSE A seat on this drawing or cover page listing this drawing,indicates acceptance of professional s engineering responsibility solely for the design shown. The suitability and use of this drawing eel!Tan ,. 13389 Lakefront Drive for any structure is the responsibRity of the Building Designer per ANSI/TPI I Sec,2. Earth City,MO 63045 For more Information see this job's general notes page and these web sites: Renewal 8/30/2018 MAX. SPACING wtolnst.oro; SRf.A: www.sbcmdustrv.oro: ICC: www.iccsafe.ora 24,0' ALPINE: www.alpineitw.cam: TPI: ww E Le De , al . • �(�f!f For Let—in Verticals Gable Truss Plate Sizes AbbLt`� © Refer to appropriate Alpine gable detail for I!, minimum plate sizes for vertical studs. ()Refer to Engineered truss design for peak, splice, web, and heel plates. I i O ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. I I i GableGI Vertical 2X4 . . Gi 6 Example; Length _� trp G 2X4 2X8 • T` Reinforcement Attachment Detail '...... � I. — 'T' Reinforcing 'T' ReinForcing , ! I Member Member Toe-nail - Or -III\* 0 XEnd-nail (7!.±_) +J To 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, Rigid Sheathing Toenaited Nails specie, and grade of the "L" reinforcing member. ' 10d Common (0.148'x3",min) Toenails at 4" o.c. plus Web Length Increase w/ "T" Brace 4 Nails X X (4) toenails in the top and bottom chords. 'T" Reinf, "T" •T• This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase ,forcing wind load. 2x4 30 ember ASCE 7-05 Gable Detail Drawings Exam Ple 2x6 20 7. A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Knits A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kz-t = 1.00 Table 'I Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24"o.c. SP #3 4' °'c' AI1515ENC101014, A12015ENC101014, A14015ENC101014, AI6015ENC101014, "T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T" Brace Increase <From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A1403OENC101014, A1603DENC101014, (1) 2x4 "L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. I XI a Naiis Y X 4� Ceiling ���EO PROFESS 6�i.'55 �GiNe. iO "'dARNINGIw■ READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4e 83294,E -,- 10 1 REF LET—IN VERT ■wIMPORTANTwr FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and GiCi follow, the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety / DATE 10/01/14 , «, practices prior to performing these functions. Installers shalt provide temporary bracing per SCSI. rf.� n Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chore D R W C J B L L E T T V 1 01 4 shall hove a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs I� D ,_. l- I shall hove bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face 1�QSn0�7 3 1 I ) i i of truss and position as shown above and on the Joint Details, unless noted otherwise. /^� ^O� -L u L J� Refer to drawings 160A-Z for standard pinto positions. /60f ON ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shalt not be responsible for any deviation From C this drawing, any Failure to build The truss in conformance with ANSI/TPI t, or for handling, shipping, `Z/LY 14,2p� 0 installation & bracing of trusse G MAX. TOT, LD. 60 PSF A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional veal!Tao engineering responsibility solely for the design shown. The suitability and use of this drawing D U R, FAC, ANY 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. _..__ ...�..___...._ �,.,. ,_� ..,...,.__ _....... ........ ....� ��,.�.. .,._. o.........•."creinronra ..,... . __.._ ,.. , ,... ASCE 7-10: 120 mph, 30Mean -eignt, Closed , Exposure C Common Residential Gable End Wino Bracing Requirements - Stif'Eeners 20 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 00 mph, 302t, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 00 mph, 30f t. Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length (zt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or _ateral chord bracing requirements refer to DRWG A12030ENC101014), op: Continuous roof sheathing lot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace >ee Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or Lor lumber, plates, and other information not shown refer to DRWG A12030ENC101014). )n this detail. X Optional 2x L-reinforcement attached ails: 106 box or gun (0.128"x3",min) nails, to stiffback with 1061 box or gun (0,128" x 3", rein,) nails @ 6" o,c. ii X 2X4 Blocking nailed to i 45° sheathing and — 24• Max I each truss (Typ) r l� / H ' ! —, • -�, 1 2X4 DF-L #2 1 ! - -, H/2 or better diagonal brace. - Attach each end X for 560#. I - -i'ii-7 1/ / / / continuous Bearing/ / / / / / 2x6 #2 Stiffback attached to each �_EpPROp& Stud w/ (4) 10d box or gun (0.123" X 3", min,) nails, �c SAO 4ir rrVURNISHIrr READ AND FOLLOW ALL NOTES ON THIS DING I t- rrIMPORTANTrr FURNISH THIS DRAWING TO ALL CTDRS INCLUDING THE INSTALLERS. 83294PE REL G E WHALER Trusses require extreme care in Fabricating, handling, shipping, installing and bracing. Refer to and �� follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) For safety DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BOSS Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord r ,m shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG GABRST101014 ,, I I I shall have bracing installed per HOS] sections B3, B7 or B10, as applicable. Apply plates to each face �2�05�20�7 N. I of truss and position as shown above and on the Joint Details, unless noted otherwise. OREGON : ,L, �J I Refer to drawings 160A-Z for standard plate positions. /��/�� w AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 13 this drawing, any Failure to build the truss .n conformance with ANSI/TPI 1, or for handling, shipping, `S LY 14,2G i0 MAX. TOT. LD, 60 PSE installation 4 bracing of trusse A seat on this drawing or cover page listing this drawing, indicates acceptance of professional $ell.rar engineering responsibility solely for the design shown. The suitability and use of this drawing `, 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Rwnswnl R/AM'MlA —-_ . _...— S R Re ' s � o � � Hc M rnCe SIyOs LL, _ ' on T-Rein-Porcement his detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf, . specified on a truss design but an alternative web L-Rein-or'cenent: or einforcement method is desired. L-Reinf \\\ Apply to either side of web narrow face, tip, Attach with l0d (0.128"x3.0",min) nails Air- at 6" o.c, Reinforcing member is t e S a minimum 80% of webAiry member length, Apr his detail is only applicable For changing the specified CLRAir Air- hown on single ply sealed designs to T-reinforcement or Any -reinforecement or scab reinforcement. yr Ill'a lternative reinforcement specified in chart below may be conservative. NM: 1 r or minimum alternative reinforcement, re-run design with appropriate NM einforcement type. T-Reinf, L-Reinf. o'eb Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. Scab RelnfO CE' e t' 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide Face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. - Attach with 10d (0.128"x3.0",min) nails .�� 2x5 1 row 2x4 1-2x6 at 6" o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf, -reinforcement, L-reinforcement, or scab reinforcement to be same pecies and grade or better than web member unless specified therwise or Engineer's sealed design. 4E) Center scab on wide face of web, Apply (1) scab to each face of web. C0 , rrWRNINGIrw READ AND FOLLOW ALL NOTES ON THIS DRAISINGI 83294PE w C LL PSE REE CLR Subst, rrIMPORTANTrr FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety C DL PSE DATE 10/01/14 4111 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. 1 Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord n� l shalt hove o properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 12/05/2017 :C DL PSE DRWG G BRCLBSUB1014 n 17,„„,:,, w shall have bracing nstalled per BCSI sections B3, B7 or B10, as applcable. Apply plates to each face i tJ j '. i' of truss and position a shown above and on the point Details, unless noted otherwise. OREGON :C LL PSE L J `'�, Refer to drawings 160A-Z for standard plate positions • ���] ode C •t AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shalt not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, fe Y 14,18 0 TET. LD. PSE installation & bracing of trusse ell Ta '`c A seat on this drawing or cover page listing this drawing,Indicates acceptance of professional �s engineering responsibility solely for the design shown. The suitability and use of this drawing DUP. EAC 13389 Lakefront Drive for any structure is the responsBakity of the Building perANSI/TPI 1^Sec2. li^_. Renewal 8/30/2O' ........ ......... — Gable Stud Rein-rorcement Detail ASCE 7-10; 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Cr' 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace 1 (1) 1x4 '5' Brace w (11 2x4 'L' Brace . 1(2) 2x4 Brace *(Ai(1) 2x6 'L' Brace w (2) 2x6 'L' Brace ■w Bracing Group Species and Grades Gable Vertical No i Spacing Species Grade Braces Group A 1Group B Group A GroupiB (Group A Group B IGroup A (Group B Group A Group B Group A: #1 / #2 4' 10" 8' 2' t 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0" Spruce-Pine-Fir He Fir --' #1 / #2 Standard we Stud T LJ __ #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 I 4' 7' 7' 8' 8' 2" 9' 7" 9' 11' 11' 5' 11' 10' i 14' 0' 14' 0' 14' 0' 1 14' 0' - O Standard I 4' 7' 6' 7° i 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' i 14' 0' Dou.las Fir-Larch Southern Pinewwx U #1 5' 0' 8' 4' 8' 7' 9' 10' ' 10' 2' 11' 8' 12' 14' 0' 14' 0' 14' 0' 14` 0' #3 1 — #3 Stud Stud J � S� #2 4' 10" 8' 2' 8' 6' 9' 8" 10` 1' 11' 6' 12' 0' � 14' 0' 14' 0' 14' 0' 14' 0" i - Standard I #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' i 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' i!- , Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5" 11' 11" 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7° 6' 2' I 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B. #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6" 13' 2° 13' 9' L 14' 0' 14' 0' 14' 0' 14' 0' r Hem-Fir #3 5' 3' 9' 3' 9' 9' 10' 11" i 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0" —14' 0' #1 & Btr L3 -F Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 1 13' 0' 13' 7' i 14' 0' 14' 0' 14' 0' 14' 0' I #1 - 0 Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' i 13' 0' 13' 7" 14' 0' 14' 0' 14' 0' 14' 0' Dou.las Fir-Larch Southern Pinewww _ #1 5' 9' 9' 6' 9' 10' 11' 3' j 11' 8' 13' 4' 13' 10' i 14' 0' 14' 0' 14' 0' 14' 0' #1 ' #1 -' #2 5' 6" 9' 5' 9' 9' 11' 1" 11' 6` 13' 2' 13' 9' 14' 0' 14' 0' 14' 0" 14' 0' #2 I #2 ,:.- #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8" 14' 0" 14' 0" 14' 0' 14' 0' T1r-1 j ! i 1x4 Braces shall be SRB (Stress-Rated Board). V 5 ,, I f- L_ Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' Awwfor lx4 So. Pine use only Industrial 55 or -' Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' i 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards Group B 2 — #1 / #2 6' 1' 10' 4' 10' 8" 12' 2" 12' 8' 13' 2' 14' 0' 14' 0' 14' 0` 14' 0' 14' 0" values may be used with these grades. #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: UHF 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. Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' C 1 � Provide uplift connections for 35 plf over #1 #2 6' 4' 10' 6' 6' 1' 10' 4' 10' 10' 10' 8' 12' 4' 12' 2` 12' 10" 14' 0" 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). < J Gable end supports load from 4' 0' outlookers - _ #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0` 14' 0' with 2' 0' overhang, or 12' plywood overhang. Stud ] 5' 11` 9' 10' 10' 6" 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' i 14' 0' 14' 0' 14' 0' Standard , 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' , 14' 0' i 14' 0' 14' 0' 14' 0' SyncAttach 'L" braces with 10d (0.128'x3.0' min) nails, About i able Truss 0 )!E For (1) 'L" brace: space nails at 2' c.c. in 18' end zones and 4' o.c. between zones. ;Dna( brace option: + )10(For (2) 'L' braces : : 3f:s tical length may be i 18" � � � 'Lnb Q member length. Oonnl brace for 335# "L• 1- — I i I each end. Max wer, Brace ! �4* Gable Vertical Plate Sizes al length ;s 14'. t � ��� � i � Vertical Length No Splice 2x4 DF--L #2 or i Less than 4' 0" 1X4 or 2X31 better diagonal i ?�� ��- i � Greater than 4' 0', but 2X4 Ver tient length shover, brace) single 18 I i less than 1Y 6" in table above. or double Cut i, i + Greater than !t' 6' 3X III 145. (as shown> at i v �� "( i 1 C, : + Refer to common truss design for upper end. 0 El . 0 i , 0 0 ` peak, splice, and heel plates. antinuous Bearing/ Q"0. Refer to the Building Designer for conditions Connect diagonal at 4� not addressed b this detail. midpoint of vertical web. Reser to chart above for it � � .,, h. I' waww WARNINGiREAD AND FOLLOW ALL NOTES ON THIS DRAWING( ...IMPORTANT/. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� REE ASCE7-10-GAB12015 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and Follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety Q.' �/' .� DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shalt nave property attached structural sheathing and bottom chord n shall have n property attached rigid ceiling. Locations shaven Far permanent enteral restraint of webs DRWG A12015ENC101014 17-: T ' w shall have bracing Installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face n l� C of truss and position as shown above and on the Joint Details, unless noted otherwise. IZIOSiGOI7 -iI C Refer to drawings 160A-Z for standardplate �yj 9 positions. / � AN ITW COMPANY Alpine, i division of teW Building Components Group Inc. shall not be responsible Por any de shippin from �N this drawing, any failure to build the truss in conformance with ANSI/7PI 1, or for handling, shipping, MAX. TOT, L.D. 60 PSE installation & bracing of trusses. ,p A seal on this drawing or cover page listing this drawing,indicates acceptance of professional ` `Z/L"14.40 engineering responsibility solely for the design shown. The suitability and use of this drawing *sell Tian w� 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sect. 8 Earth City,MO 63045 For More information see this job's general notes page and these web sites w w^....� MAX. SPACING R 4,0° INT, AI Pwww.AieineitwcoM: TPI: www.tninst.oro, SBCA, www.sbcindustrvern: ICC, wwwtccsafe,oro n