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Plans (128)
C D Alpine, an ITW Company - IJ •1 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W6H7175Z2205074316 DEC 1 3 2017 Truss Fabricator: Truss Components of Oregon CITY OF TIGARD Job Identification: 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- masterjmc v io? Model Code: I RC; Truss Criteria: I RC2012/TP I-2007(STD);CUSTOM/TPI-2007(STD) _ebEp PRQF Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, Truss Design Loads: Roof - 42 PSF a 1.15 Duration Nr? �G 1 NFF p Floor - 57 PSF a1.00 Duration;57 PSF r 1.15 Duration 1(/ 83294PE 'p 9 Mind - 120 MPH (None-Closed);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 13 "Ltrss>sod° record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 °Oen Tan � Rte-1 • ..,."•2018 Details: STRBRIBR-12015EC1-GBLLETIN-GABRST10- Submitted by RTT 07:42:12 12-05-2017 Reviewer: JCJ S $ 12/05/2017 # Ref Description Drawing# Date 1 02337--BGE 17338287 12/04/17 2 02338--B 17338295 12/04/17 3 02339--D 17338310 12/04/17 4 02340--I 17338290 12/04/17 5 02341--J 17338289 12/04/17 6 02342--JGE 17338291 12/04/17 / L/Q 7 02343--AGE 17338288 12/04/17 1 8 02344--A 17338302 12/04/17 9 02345--E 17338305 12/04/17 10 02346--G 17339011 12/05/17 11 02347--H 17338308 12/04/17 12 02348--HGE 17338284 12/04/17 13 02349--F 17338285 12/04/17 14 02350--M 17338293 12/04/17 15 02351--M1 17338306 12/04/17 16 02352--Z 17338300 12/04/17 17 02353--X 17338299 12/04/17 18 02354--BPX 17338298 12/04/17 19 02355--LG 17338307 12/04/17 20 02356--KG 17338283 12/04/17 21 02357--RT3 17338292 12/04/17 22 02358--RT4 17338309 12/04/17 23 02359--RT6 17338286 12/04/17 24 02360--RT7 17338294 12/04/17 25 02361--RT9 17338297 12/04/17 26 02362--RT10 17338296 12/04/17 27 02363--BP1 17338301 12/04/17 28 02364--BP2 17338303 12/04/17 29 02365--BP3 17338304 12/04/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BGE ) -op chord 4x2 HF #2 :116 4x2 HF #1&Bet. : + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the ,I) - plates so marked were sized using 0% Fabrication appropriate span rated glue-nailed wood sheathing. -olerance, 0 degrees Rotational Tolerance, and/or zero Positioning .olerance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. )eflection meets L/480 live and L/360 total load. Creep increase factor 'or dead load is 1.50. Truss must be installed as shown with top chord up. 'asten rated sheathing to one face of this frame. ** 3X5(**) = W==3X5= 3X53X5(**) = 3X5(**) - T16 (**) 3X5(**) = 3X5(**) - 3X5(**) _ 3X5( )(I) = 3X5(**) = _ T , J 1-6-00-6-0 limmonamilmimminpimmimmilimmaimummumimpimmume is-o-o 3X5(**) = 3X5(**) = 3X5(**) -- 3X5(**) = 3X5(**) =-=' 3X5(**) W=3X5= 3X5(**) = 3X5(**) = 3X5(**) 3X5(**) 1< 26-9-4 0-1-8 0-o-128 Jif. 8-7-12 –I—IL- 17-3-12 J k 26-9-4 Over 2 Supports >1 R=131 PLF W=18-0-0 R=130 PLF W=8-9-4 dote: All Plates Are 2X4 Except As Shown. ED PROF Design Crit: IRC2012/TPI-2007(STD) '� FS, 'LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .►,,�,,, 8,4►1�0• ►' s/. OR/-/1/-/-/R/- Scale =.3125"/Ft. -Liss Components ofOregon (503)357-2118 1u1RNINGIee REPO NO FOLLOWALL NOTES a THIS ORATING! �Ci REF R7175- 2337 825 N 4th Ave,Comelius OR 97113 ..IIPdtTANTeaFURNISH THIS OWNING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Al 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow Ar Y��. TC LL 40.0 PSF the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ri : DL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, „OilhhkCop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing Installed per BCS DRW CAUSR7175 17338287 A�1 O`[1 N sections 83. 87 or 810. as applicable. Apply plates to each face of truss and position as shown above and on Y l/05/1017 L J {IIII'1��� the Joint gateila, unless noted otherwise. Refer to drawings 180A-2 for standard plata positions. 1L J L 1 BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation frau this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY irntellatinn,bracing of trusses. 'P .Z/ f = TOT.LD. 57.0 PSF SEQN- 34204 A.awl an uls drawing or cover pegs listing this drawing, Indla.w eoa p elle.of preh.slerl engineering 4 LV 14,20 \• . rwpaeiel l Ity solely for the design sheen. The suitability end u.e of hale drawing for any structure is w s s DUR.FAC. 1 .00 FROM BB 8351 RovanaCircle rsaparl.liley of the Building Designer per ANSI/TPI 1 3ee.2. $e j'Tat' Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: _.{_•_,_ SPACING N(; 74-t7'I .,mneme per sees---____. _. -.__ . _ ._._ JRFF- 1WFTH7175777 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - B ) -op chord 4x2 HF #2 :T2 4x2 HF #1&Bet.: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the legative reaction(s) of -202# MAX. (See below) from a non-wind load appropriate span rated glue-nailed wood sheathing. :ase requires uplift connection. Max JT VERT DEFL: LL: 0.32" DL: 0.25". See detail DEFLCAMB1014 for lottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. 1322-11-0 I- - 2-9-0 Typ.'1 I-- W=3X5= 3X5= 4"X8= 3X3= 3X7= T2 4X12= 3`X5 —..........%\..:E -./........e.."..........%\„ 7'.3.:7***%%%. -.0."......- -%."*".... - ..... 1-6-0 F " 9-0-0 3X1= 3X10= 3X5 4X12= W=3X5= 4X'2= 3X5= 20-1-0 < 6-8-4 71 2-7-8 _1_2-6-12 +2-6-12 2-6-12 2-2-0 2-7-8 +2-6-12 _1_2-6-12 2-7-8 �1<-2_,-Tic 5-2-4 5-1-8 -I-2-2-0-1- 2-7-8 5-1-8 + 2-7-8 1- -ll E26-9-4 Over 3 Supports 2 2-8-4 R=1061 W=2.5" R=1945 W=3.5" R=276/-202 W=3.75" Jote: All Plates Are 2X4 Except As Shown. co PRO Design Crit: IRC2012/TPI-2007(STD) R „, 'LT TYP. Wave FT/RT=10% 0% /4(0) 15.02.FA:,,, ,gfL."�r�isi144, OR/-/1/-/-/R/- Scale =.25"/Ft. -uss Components of Oregon (503)357-1118 ""WARNINGI"" READ AND Fats ALL NOTES ON THIS DRAWING! i TC LL 40.0 PSF REF R7175- 2338 825 N 4th Ave,Cornelius OR 97113 ..IMPORTANT" FURNISH THIS DRONING T°M1 CONTRACTORS INCLUDING THE I"SfH1ERS• ‘g% lil j,(� 83294PE Trusses require extrema re in fabricating, handling, shipping, installing and bracing. Refer to and follow /V the latest edition of BCSI(Building Component Safety Information, by TPI and RICA) for safety practices prior �G , sue - DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, op chord shall have properly attached structural sheathing a.bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS DRW CAUSR7175 17338295 r� 1' N E" sections BD ai or unless as appinoted other Apply Refer to to each rap of truss and position as shown above and an 12/05/20 17 ' IIIL'''�L the Joint Details. unless rot¢d dtgerw,aa. Rafar to drawings IROA_Z for standard Plato positions. 1L/ J//L1 1 BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TVI 1. or for handling, shipping, AN IT'W COMPANY Installation.bracing of trusses. Orli- C TOT.LD. 57.0 PSF SEQN- 11592 A.eel en this drawing or cover peg.I isting this drawing, indicates acceptance of professional engineering (e vLY 14,28 e, . r mponslbll lty felely Tor the design ebwn. The esltabil Sty.m pee of tale drawing ror any structure is the sselt Tail, DUR.FAC. 1 .00 FROM BB 8351 ROvana Circle r..#enslbtnty of the Building Designer per ANSI/7P1 1 See.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ._.__.____ SPACING 24.0" .1RFF- 1WFiH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - D ) -op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 :B2 4x2 HF #1&Bet.: bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lax JT VERT DEFL: LL: 0.49" DL: 0.34". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. :amber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live -russes to be spaced at 16.0" OC maximum, load applied per IRC-12 section 301.5. deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. 'actor for dead load is 1.50. I- 13-0-0 8.7511 '�- -I- 10-4-8 L 3011 Typ. J i' IW=3X5 3X10= 3X5= 3X3= 3X5= 3X10= /1 _1 ." J 41 62 900 G 3X7= 3X10= 3X5= 3X5= 3X10= 3X7= W=H0312 L 2-7-8 5 2_4 2-6-12 >fc 2-6-12 4 5-1-8 2-6-12 2-7-8 "2-7-8 .4'I, 2-6-12 5-1-8 2-6-12 2-6-12 5-2-4 2-7-8 J k24-1-4 Over 2 Supports R=916 W=2.5" R=916 W=3.75" late: All Plates Are 2X4 Except As Shown. EO PROfi Design Crit: IRC2012/TP1-2007(STD) Q� F 'LT TYP. 20 Gauge HS,Wave FT/RT=1096(096)/4(0) 15.02.PAS;, ,JW��i.'�12 OR/-/1/-/-/R/- Scale =.3125"/Ft. 'Liss Components ofOregon (503)357-2118 "WARNINGIee MEAD AND FOLLOW ALL NOTES ON THIS ORARINOI (y 4, d TC LL 40.0 PSF REF R7175- 2339 825 N 4th Ave,Comelius OR 97113 "IMPORTANT" PUNISH THIS DRAWING TO ALL CONTRIICTaRS IN0.IWING THE INSTALLERS. 83284PE110k Trusses require extreme re In fabricating, handling, shipping. Installing and bracing. Refer to and follow /e. the latest edition of BCSI(Building Component Safety Information. by TPI and NTCA) for safety practices prior Yi / - DL 10.0 PSF DATE 12/04/17 o performing'these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. Adillhb 'to chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF ■ rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS DRW CAUSR7175 17338310 A—__PQ N ' sections M. 87 or 810. as applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 the Joint Details, unless ted otherwise. Referto drawings 1e0A-2 far standard plata positions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine. a division of MTM Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/Tpl 1, or for handling, shipping, AN ITWCOMA4NV Iratalfat idn.bracing of trusses. /3 �, C TOT.LD. 57.0 PSF SEQN- 11608 A...l on this awing or Cover pts.listing this drawing, indicates....prance or prof e.lon.i engineering G LY 14,2� 0 r..pa»ibi l ity solely Pb.'tile&Wan shown. The wItwl l ity.w 1. ..f tlmlf drawing for aro structure Is til. p$i Tian -� DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responsibility icy of the Building nG DwlGn.r per ANSi/IPi 1 See.2. Sacramento,CA 95828 Far more information see this Job's general notes page and these web al tea: ----_ _ SPACING Nt; 1 Fi t n" 1RFF- 1W6H7175772 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - I ) -op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Sot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lax JT VERT DEFL: LL: 0.23" DL: 0.22". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. :amber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live )eflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. 'actor for dead load is 1.50. Truss must be installed as shown with top chord up. [- 7-10-8 H20.125" 1- 7-10-8 H l 30i1 TYP. I 2X4 III 3X10 2X4 III 3X5= 3X5= 2X4 III 3X10= 2X4 III q 1-6-0 /' err ,- +rr '44441-6-0 9-0-0 N 3X10 2X4 III 2X4 III 3X10= 3X7-.-- 3X7 2-7-8 5-2-4 2-6-12 _1_ _ 1-9-10 4c2-7-8 2-7-8 1 1-9-10 2-7_8 4c 2-6-12 5-2-4 2-7-8 J T 17-5-2 Over 2 Supports >1 1 R=993 W=3.75" R=993 ,�E,o PRO�rfi Design Crit: IRC2012/TPI-2007(STD) Q, S 'LT TYP. Wave FT/RT=10°6(096)/4(0) 15.02.tit i.e.QLN : Le OR/-/1/-/-/R/- Scale =.375"/Ft. MSS Components of Oregon (503)357-2118 • WARNINNO aa GI•• READ AFOLLOW t NOTES THIS DRAWING! 87175- 2340 825 N 4th Ave,Cornelius OR 97113 '•I T a FURNISHmos mom To Alt CONTRACTORS LTHE ngmaxims E tWsrALL.ms. �TC LL 40.0 PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer t and follow the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior / DL 10.0 PSF DATE 12/04/17 to performing these functions. tInstallers 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 rigid ceiling. Locations shown for permanent lateral restraint of webs Shan have bracing Installed per Bcsl DRW CAUSR7175 17338290 Ali ill O`� ; sections B3. B7 or 810. as applicable. Apply plates to each face of trussand position as shown above and on 12/05/2017 II .L=JON I the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this 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. 1 y.,� ve/L4.2004 r TOT.LD. 57.0 PSF SEQN- 11616 A wnAS N teal .n this drawing or colter pew listing tthl.drawing. Indicates acceptance of prof..elonel engineeri _to `0 ., esponsibility solely fbr th.design sho . The eaitabiiity and use of this drawing fell`any structure is V 8351 Rovana Circle rs.pwl.ibn theIcy tf .BuildingDesigner per ANBt/lpt 1 sea.z. @ If Tari DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: a,.K. ....... . .__._...__-. �,. ......._-._-_---. .,r.... ........es page and these web sites: . „ -rn.. . enc.. _- . e..a..,..alaiammia SPACING 24.0" 1RFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - J ) • "op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the " lax JT VERT DEFL: LL: 0.2411 DL: 0.231'. See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. :amber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live )eflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. 'actor for dead load is 1.50. Truss must be installed as shown with top chord up. 21.5" I- 7-10-8 I- -I- 7-10-8 -1 L 3011 Typ. 1 2X4 III 3X10= 2X4 III 3X5= 3X5= 2X4 III 3X10= 2X4 III 3X10= 2X4 III 2X4 III 3X10= T 3X7 3X7 I_ 2-7-8 5-2-4 2-6-12 2-7-8 -7-8 4c 1-11-0 1-11-0 �` 2-7-8 2-7-8 2-6-12 5-2-4 2-7-8 17-6-8 Over 2 Supports ;{ R=1000 W=3.7511 R=1000 W=1.7511 Design Crit: IRC2012/TPI-2007(STD) 02. PROFS 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.,A 1 ,C STV Ef: . OR/-/1/-/-/R/- Scale =.375"/Ft. vssComponents ofOregon (503)357-2118 ••NARNMG!•• READ AND FOLIO"ALL NOTES ON THIS OWING! © ((j **IMPORTANT** FURNISH THIS DRAWING m ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE TC LL 40.0 PSF 82sN4thAve,ComeGusoR97113 REF R7175- 2341 Trusses require extremecare in fang SfetyI handling, shipping, installing and bracing. Refer to and follow A,,.r-: DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WI-CA) for safety practices prior co performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted Otherwise. op chord hall have properly ly at tached structural sheathing and bottom chard shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17338289 rigid ceiling. Locations for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 actions B3, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on .moi[ Lot- I E the Joint Details, unless noted otherwise. Refer to drawings 160A-2 forstandardplate positions. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC (� ' \! Alpine, a division of ITW Building Components Group Inc. shell 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 ITW COMPANY instal lotion A bracing of trusses, a?/Ly„`2004 D TOT.LD. 57.0 PSF SEQN- 11618 A semi an this drawing or cover page listing this drawing, Indicate aoe.ptanee of prefarlonal engineering ��� ` 8351 Rovana Circle r••ponalblllty solely t thBuuildiinngpO e'iiggn. par ASI 1•11030111. The/WItI suitability use of ml•drawing for aro,structure ie the ell Tar -.� OUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web spas: - RAeiWAI RIs nl fl9R SPACING 24.0" .JRFF- 1W8H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - JGE ) • "op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 1 plate(s) require special positioning. Refer to scaled plate 'rovide for complete drainage of roof. plot details for special positioning requirements. .asten rated sheathing to one face of this frame. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. ;PECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) Truss must be installed as shown with top chord up. "C - From 124 PLF at 0.00 to 124 PLF at 2.33 IC - From 7 PLF at 0.00 to 7 PLF at 2.33 1.5X3 III 1.5X3 III 1.5X3 III ■ ■ ■ '-',f 3X5(**)(I) 1 1-6-0 1-6-0 3X5- m�gr■irr���,__ r � :1111.1111111— = i 3X5h 9- 0-0 11172 / /// 1.5X3 III 1.5X3 III 1.5X3 III 2-4-0 " 0-1-8 y1., 2-2-8 2-4-0 Over er Continuous Support R=131 PLF W=2-4-0 'LT TYP. Wave Design Crit: 1RC2012/TPI-2007(STD) eD PRo# . FT/RT=1096(0°6)/4(0) 16.01 . 1R f7. (r+�� S OR/—/1/—/—/R/— Scale =.5"/Ft. vssComponents ofOregon (503)357-2118 �WARNINGIew READ A■)FOLLOW ALL NOTES ON THIS DRAWING, �(, TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 .44PORTANT•• FURNISH THIS■WING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4/ �Q� REF R7175— 2342 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 83294PE the latest edition of SCSI (Building Component Safety Information, by TPI and WICA) for safety practices prior �,,. J DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers Shall provide temporary bracing per SCSI. Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall nave bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338291 fl 1 O`Q sections B3. 07 or 810, as applicable. Apply plates to each face of trussand position as slnwn above and an 12/05/2017 I IIILL J the Joint Details, unless noted otherwise. Refer to drawings,BGA-=for standard plate positions. BC LL 0.0 PSF CA—ENG PBC/RTT Alpine, a division of ITIY Building Components Group Inc. snarl not be responsible for any deviation from ihi9 OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. t�s� .�pp A TOT.LD. 57.0 PSF SEQN— 102955 A...1 an this drawing or toyer v.o.listing this drawing, indicates of prof/salami i engin..ri V ' A responsibility o"the Build ng D. �,GI.TPIt1°w.2 use this drawing for any structure la the "? LY 14.ao tV DUR.FAC. 1 .00 FROM BB 8351RovanaCircleelell Tar Saclamento,CA93828 For more information dee this,eb a general notes page and these web sites: SPACING 74.011 .1RFF- 1W6H7175722 THIS ENG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - AGE ) op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 5 plate(s) require special positioning. Refer to lottom chord checked for 10.00 psf non-concurrent bottom chord live scaled plate plot details for special positioning requirements. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase -russ must be installed as shown with top chord up. factor for dead load is 1.50. :asten rated sheathing to one face of this frame. 1-6-0 1-6-0 I I ' I ] I l I I l I l 7 7 2X4= // // / � //�/// 2X4= 3X5(**) = 3X5(*3 5(**) 3X5(**) = 3X5(**) 8-1-0 0-1-8 7-11-8 J I8-1-0 Over Continuous Support >I R=131 PLF W=8-1-0 Jote: All Plates Are 1 .5X3 Except As Shown. Q PRO Design Crit: IRC2012/TPI-2007(STD) L f E R. 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02., TG .,F c —1 OR/-/1/-/-/R/- Scale =.5"/Ft. • vssCom nents of Oregon (503)357-2118 ..WARNINGIwon READ AND FOLLOW ALL NOTES a THIS ORC 4N F� TC LL 40.0 PSF ••IWdtTANT•a fURNISN THIS DAMNING To ALL CONTRACTORS INCLUDING TIME INSTALLERS. $$294PE g2s N 4t muss Cornelius OR 97113 it, REF R7175- 2343 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow J the latest edition of SCSI (Building Component Safety Information, by TPI and WrI;A) for safety practices prior r,,.-- DL 10.0 PSF DATE 12/04/17 to performing these functions, Installersshallprovide temporary bracing per SCSI. Unless noted otherwise, . ,A111top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached E" rigid ceiling. Locations shown for permanentlateralrestraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR71 75 17338288 ,4 Lr ^ sections B3, 87 or 810, as applicable Apply plates to each face of trussand position as sono above and on 1 2/05/20 1 7 ,-, llE" the Joint Details, unless noted otherwise. Refer to drawings 180A-Z forstandardplate positions. L/ BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. TOT.LD. 57.0 PSF SEQN— 24802 A Seel on this droning or cover pato I hang this drawing, Indicate*a.eprofessionaltenoe of professional engineering �� 110'14 2G 0 responsibility sally for the design*ham. The euiteei IIty and use of this drawing for• structure Is the 8351 RovanaCircle reepcYmll lty of the Wilding Designer per ANSI/TPI 1 S.a.2. say *eel' Tar OUR.FAC. 1 .00 Saclamenw,CA95828 For more Information see this Jobs general notes page and theme nab sites: SPACING Nl; 74.n" JROFF- BWRH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 1116053--PARR FOREST GROVE -Rvrslde 2885 Floor Mast -- master HILLSBORO, OR - A ) • op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live )eflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. 'actor for dead load is 1.50. Truss must be installed as shown with top chord up. 30" Typ. H F. 3X5 1 .5X3 III 3X5=-5 1 .5X3 III 1 .5X3 III 1-6-0 1-6-0 i _ 9-0-0 3X5= 3X3= 1 .5X3 III 3X5= 0"12 -FL- 2-6-12 I_ 2-6-12 2.,a 2-7-8 0"12 5-2-4 �� 2-8-4 Fc 8-1-0 Over 2 Supports R=461 R=461 W=2.5" Design Crit: IRC2012/TPI-2007(STD) 1 0 PROP . 'LT TYP. Wave FT/RT=10% 0% /4 0 15.02.;/!1,1%.,0114114%, ( 3 OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-2118 "WARN INGI ee READ NC FOLLOW ALL NeiEs ON This OWING! 825 N 4th Ave,Cornelius OR 97113 "I�RTWT.. CISH THIS LINO m ALL CONTRACTORS INCLUDING THE INSTALLERS, b. ��j TC LL 40.0 PSF REF R7175— 2344 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 83294PE P the latest edition of 8081 (Building Component Safety Information, by TPI and WFCA) for safety practices prior J DL 10.0 PSF DATE 12/04/17 to performing these functions. t Installers shall provide temporary bracing par BCS1. Unless noted otherwise, �. _ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per DRW CAUSR7175 17338302 ections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on ,4 II1'=JO ) N II 12/05/2017 ,r. the Joint Details, unless noted otherwise. Refer to drawings 180A_Z for standard plate positions. BC LL 0.0 PSF CA—ENG CWC/CWC Alpine, a division of ITV Building Components Group Inc. stall not be responsible for any deviation from this OREGON awing, any failure to build the AN ITWCOMPAiNY intruss in conformance with ANSI/TPI 1, or for handling, shipping, stallation a bracing or trusaae. p �a TOT.LD. 57.0 PSF SEQN- 112564 • A seal on this brewing or eewr prow listing this dro.11q. Indicates see.ptenes of prof«olan.I engineering �/_ '110'14,2044 if responsibility solely RAP the design show. The suitability.w use of this browing for• structure is the S/(� V FROM BB 8351 RovanaCircle reepoolbility of the Building Designer per ANSI/WI 1 See.2, low *self,Tar N BUR/.+FA/C�. 1 .00 Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING IVI n,.,r. ...... _._.__,_... n.. .._._ aw,. ........ 74.0" JRFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - E ) - 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the • lottom chord checked for 10.00 psf non-concurrent bottom chord live appropriate span rated glue-nailed wood sheathing. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. 7-10-8 -I 6 -I_ 7-10-8 H F30" Typ. H 3X3= 2X4 III 3X10= 2X4 III 3X3 2X4 11 3X10= 2X4 III 1-6 1-6-0 + MiriE +9-0-0 Yfi 3X7= 3X10= 2X4 III 3X10= z 2X4 III 3X7 2-7-8 I_ 2-6-12 2-7-8 8 2-7-8 2-6-12 -I_ 5-2-4 >Iz 2-7-8 >I 1,8 I 2-7-8 'I` 2-7-8 5-2-4 ' k16-3-0 Over 2 Supports >, R=926 R=926 W=2.5" gpp PROP& Design Crit: IRC2012/TPI-2007(STD) ,<G sco LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.�r k OAN tOb 0= OR/-/1/-/-/R/- Scale =.5"/Ft. omoncnts of Oregon (503)357-2118 ••WARNINGI" READ Aril FOLLOW ALL NOTES ON THIS ONPrINOI 825 N 4th Ave,Cornelius OR 97113 ••INDRAINING PDRTANT" FURNISH THIS DING TO ALL CONTRACTORS INCLUDING TIG INSTALLERS, ill 83294PE 7 TC LL 40.0 PSF REF R7175- 2345 Trusses require extreme re In fabricating, handling, shipping, installing and bracing. Refer to and follow „we'''. I L 1 0.0 PSF DATE 12/04/17 the latest (Building of SCSI (BuiltllComponent Safety Information, by TPI and RICA) for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCS1. Unless noted otherwise, op chord shall have properly attached struu tt ral sheathing am bottom chord shall have a properly attached ,Y rigid calling. ocatims Shawn far permanent restraint of cane Steell have bracing Installed per SCSI 12/05/2017 C DL 7.0 PSF DRW CAUSR7175 17338305 A II rI lP[IN E D sections Bor as applicable. Apply plates to each face of truss and position as shoot above and an the Joint Details. unlace noted otherwise. Refer to drawings,BOA-Z far standard Plata positions. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITN Building components crab, Inc. shall not be responsible for any deviation from this i awing, any failure to build the truss in conformance with ANSI/TPI ,, or for handling, shipping, /3 AN ITN COMPANY installation.orating of trusses. I4 t'�LY 14,204 �sb TOT.LD. 57.0 PSF SEAN- 11594 A seal on this drawing or cover pegs listing this drawing, indicates acceptance of profswional enginssring 8351 Rovana Circle r."�IbII�cy solely ta ildiinng� ;.ANSI/TPI use of this drwing faf.n,structure Is t,. yell Tan DUR.FAC. 1 .00 FROM BB Sacramento,CA9ss2s For more information see this job's general notes pope and these Arab sites: _ _ Renewal 6/30/2018 SPACING 24.0" )RFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - G) - 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lottom chord checked for 10.00 psf non-concurrent bottom chord live load appropriate span rated glue-nailed wood sheathing. Ipplied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. (symmetric truss design-Do not install end-for-end. 30" TYP• l 2X4 III W=3X5 2X41II 3X5- 2X4 III 3X5= 2X4111 3X7- 2X4 III 3X3- 3X5= 2X4 III AA:0000••••••0000. - ANIN4,1440414%4446_ L 1-6-0 I om/ 1+9-0-0 3X3= G_ W=3X5= 3X7= 3X3= 3X5= 3X5- 3X10Fa << 10-0-4 >I< 13-0-0 2-7-8 _I_ 2-6-1? _ 2-1-0 L 2-6-12 ›„0: 2-6-12 I_ 2-6-129-7-A >„‹ 2-6-12 L. 2-7-8 >, 5-2-4 4-7-12 5-1-8 I 2-7-8 5-2-4 23-0-4 Over 3 Supports R=493 W=3.75" R=1592 W=3.5" R=642 �V PROpF Design Crit: IRC2012/TPI-2007(STD) �G Ss LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .0,r �1A�i3N E, 6,I0 OR/-/1/-/-/R/- Scale =.35"/Ft. lass Components of Oregon (503)357-2118 OOWARNINGIww ILEA°AN)FOLLOW ALL NOTES ON THIS DRAWING! REF R7175— 2346 825 N 4th Ave,Cornelius OR 97113 '.IT FaailsN THIS DRAWING To ALL CONTRACTORS INCLUDING TME INSTALLERS. 3 TC LL 40.0 PSF .0000iiii1111171 Trusses require extreme care in fabricating, /" ii handling, shipping, installing and bracing.safety Refer and follow L 10.0 PSF DATE 12/05/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for practices prior o performing these functions. t Installersshallprovide temporary bracing par BCSI. Unlessnotedotherwise, to chord shall have properly attached structural sheathing and bottom chord shall gave a properly attached :C DL 7.0 PSF DRW CAUSR7175 17339011 v rigid ceiling, Locations shown for permanent lateral restraint of webs shall hove bracing installed per ens! 12/05/2017 A_ IPEI N IE sections B3, B7 or B10unless as noted other Apply plates Co each face of toll antl standard to as shown above and on the Joint Retails, unless natal otherwise.Components to drawings 180A-Z a responsibl plate positions, OREGON BC LL 0.0 PSF CA-ENG J CJ/RTT Alpine, a division or ITN Building Ca�mwrnts Group Inc. shall not be responsible for any awvl anon from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of tressed. G wLY 14,zoo° ,e, TOT.LD. 57.0 PSF SEQN- 154038 A vel on this drawing or cover paps listing this drawing, indicates acceptance of profssslarl engineering 5. • respass 8331 Rovatla Circle ieil icy of the B ld�g �ANSI/1P1 ..e this drawing for any structure t.. e11 Tar • DUR.FAC. 1 .00 FROM BB Sacramento,CA9582R For more information new this Jabs general rotes page and these lab sites: _ Renewal 6/3012018 SPACING 24_0" .1RFF- 1W6H7175722 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - H ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the . lottom chord checked for 10.00 psf non-concurrent bottom chord live appropriate span rated glue-nailed wood sheathing. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. 7-10-8 4.5' H Th'F 5-3-0 f30" Typ. H 1 .5X3 III 1 .5X3 III 3X7= 1 .5X3 III 3X3 . 3X7 -- 1 .5X3 III 1-6-0 1-6-0 9-0_0 a "J 3X7= 1 .5X3 III 3X5= 3X5= 3X5 I_ 2-7-8 5-2-4 2-6-12 »1' 2-7-8 ',.. 2-6-12 5-2-4 2-7-8 E13-6-0 Over 2 Supports :I R=769 W=1.75" R=769 W=1.75" :g,p PRCIAlt. Design Crit: IRC2012/TPI-2007(STD) , .. S LT TYP. Wave FT/RT=10%(0%)/4(0) 15.O2.0r ,C33N l•4.► e• OR/-/1/-/-/R/- Scale =.5"/Ft. ussComponents ofOregon (503)357-1118 "SUMING1"" READ AN,FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Comelius OR 97113 ""IIPORTANT" RAW FURNISH THIS DING m ALL CONTRACTORS INCLUDING TILE INSTALLERS, Aqi (c. 83294PE 'Q 7 TC LL 40.0 PSF REF R7175- 2347 Trusses require entrant care in fabricating, handling, shipping, installing and bracing. Refer to and follow w!G /"- the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior /" IL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shalle. provide temporary bracing par SCSI, Unless noted otherwise. Cop chord shall have properly at tached structural sheathing and bottom chord shall have a properly attached C DL 7.0 PSF rigid ceiling. Locations sheave for permanent lateral restraint of webs shall have bracing installed per BCSI 12/05/2017 DRW CAUSR7175 17338308 -Allihk A LL N a theCioin B3, 87 or unl as appinoted other e, R pietas to each face of tau and position as shoot.above end m L J tAl paint Bdivi nofasa nBuil Building opo talar to drawing,shall no-7 a responsibltandard pieta ny de ias. ti OREGON BC LL 0.0 PSF CA-ENG CWC/CWC Alwing, a yi fi lur of Ubdi Thing ussp n con orman In w. ANnot be responsible fon any ippingion from this 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. ` "4% 14,2046 • TOT.LD. 57.0 PSF SEQN- 11711 A semi an thin droving or cover pegs listing this drawing, Indle.bs soe.ptance of profeesiart engineering _lI ra.ponriblI Ity solely fbr the ensign est. The suitability and use of this drawing for any structure Is the V 8351 Havana Circle resparibll icy of w.Ebllding O..ign.r per ANSI/TRI 1 Sw.2, e"Tar DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes Page and these web sites: .J RFF- 1 Wl"iH7 1 75 7 2 2 ,,,n ie... _,_.__._...__-• mi. . _-,_ __-. a,r,.m. .._....._. ,__. -.---. , Renewal 6130/2018 SPACING 24.n THIS ENG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - HGE ) "op chord 4x2 HF #2 :116 4x2 HF #1&Bet. : + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the ;I) - plates so marked were sized using 0% Fabrication appropriate span rated glue-nailed wood sheathing. olerance, 0 degrees Rotational Tolerance, and/or zero Positioning "olerance. (**) 17 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Ipplied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. "russ must be installed as shown with top chord up. w=3x5= T16 1-6-° I. 1-6-0 I Int 1.1 !_I �II I I 9-0-0 V/ 7 / /j/// .// // ///( (/ ////3X **) = 3X5(**) = 3X5(**) = 3 5(**) = 3X5(**) = 3X5 }/ W=3X5 �X5EE 3X5(**) _ ** ** ** — ** ** «* 3X5(**) =3X5( )(I) - 3X5( ) EE 3X5( ) — 3X5( ) = 3X5( ) = 3X5( ) = 3X5(**) EE 3X5(99) EE Fc 23-5-12 0-1-8 0-6- JL" 8-7-12 ,In71U 14-0-4 J k 23-5-12 Over 2 Supports { R=131 PLF W=18-0-0 R=81 PLF W=8-9-4 Jote: All Plates Are 2X4 Except As Shown. p PRO r Design Crit: IRC2012/TPI-2007(STD) RE FFS LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .►/ � l�' �t14> OR/-/1/-/-/R/- Scale =.3125"/Ft. 825N4thAve,sofOregon (503)357-2118 *;MNIRNINGI** REAHIS NO NBLtnI1+Iu NOTES 8N THIS WRING! 41 li , REF R7175— 2348 825 N 4th Ave,Cornelius OR 97113 **IlpaRr pdaase THIS DIMING TO"u TOS INCLUDING THE narK �� 83264PE i i1 TC LL 40.0 PSF Trusses require extreme re in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCS1(Building Component Safety Information, by TPI and WrCA) for safety practices prior M DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing par BCS1. Unless noted otherwise,04111164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations show„for permanent lateral restraint of webs shall have bracing Installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338284 ,4—-�L�11_N• sections 83. 87 or B10, as apps arable. Apply plates to each face of trussand position shown above and on 12/05/201, the Joint Details, unless noted Otherwise. Refer to drawings 160A-Z for standard as wn tandard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of I1W Building Components appm able for any tlevietion from this Group Inc.Ino. shall not be rOREGON drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation ii.bracing of trusses. 13 tel G TOT.LD. 57.0 PSF SEQN- 102959 A...I an this drawing or cover page l I.tiwy this drawing, IMldat....aaptwa.of professional .ngin..riny y L'14,26 t0 a.paribll lty solely for the design Maw,. The suitability end we or this drawing for vitreous.*Is the FROM BB 8351 RovanaCircle r..alamn ley of the Building o.apMr per Al I.'TP1 1 s.o.z. imply Se ff Tan. DUR.FAC. 1 .00 SacItmento,CA95828 For more information ass thisjob•a general notes pegs and Chase web sites: _ SPACING 24.0" .1RFF- 1WFiN7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - F ) • op chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live lot chord 4x2 HF #2 load applied per IRC-12 section 301.5. Webs 4x2 DF-L Std/Stud Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. 2-9-0 H` 11" Is. 2-9-0 H 30" TYP H 1 .5X3111 3X3= 3X3= 1 .5X3 III _ 000100 1-6-0 1-6-0 III 9-0-0 1 .5X3 111 3X3= 3X3= 1 .5X3 III 0012 0"12 2-8-4 �`1-0-8 2-7-8 2-8-4 k6-5-0 Over 2 Supports >1 R=366 W=2.5" R=366 Design Crit: I RC2012/TPI—2007(STD) "",, ,i).EO PROFS. 'LT TYP. Wave FT/RT=10%(0% /4(0) - 15.01 .f,,e_ t7,4011;1l%b,6r‘1 OR/—/1/—/—/R/— Scale =.5"/Ft. 825N4thAve,safOregon (503)357-3118 '�1AARNINNI H AM)NG TO ALL tarts a THIS DRAWING' REF R7175— 2349 825 N 4th Ave,Cornelius OR 97113 "I A►R' FURNISH 1111s awlNc m ALL callmActaes 1I10.BDIBG lie INSTALLERS. �ii1 4 TC LL 40.0 PSF Trusser require extreme re in fabricating, handling, pp g, 83294PE ng, she In installing ant!bracing. Refer to and follow the latest edition of BCSI (8uihding Component safety Information, by TPI and NTCA) for safety practices prior Me A, - DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCS . Unless noted otherwise, -- top chard shall have properly attached structural sheathing and bottom chordshall have a properly! attached rigid ceiling. locations shwa,for permanent lateral restraint of webs shall have bracing installed per BG BC DL 7.0 PSF DRW CAUSR7175 17338285 sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/201 7 ,4 f L I� J the Joint Details, unless ndted otherwise. Refer td drawings 160A-2 for standard plate po�itions. L J L BC LL 0.0 PSF CA—ENG CWC/CWC Alpine, a division of Irk Building Components Group Inc. shall not be responsible for any deviation From this OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal lateen.brae„g bof trusses. 13 C TOT.LD. 57.0 PSF SEQN— 350844 • Segel en thisapow rming or never listing MI*drawing, Indicates.ae.ptanoe ro of pfaee (e lenal engineering ICY 14,20 e, responsibility solely for the design thorn. The eeitabi I ity and see of this draw for any structure rhe DUR.FAC. 1 .00 FROM BB 8351 RovanaGrcle responsibility of the Building Designer par ANSI/TP1 1 Baw.2. 0Bi/1Tan Sacramento,CA95828 For more Information see this job's general notes page and these web sites: SPACING 24.G” .1RFF— 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE —Rvrside 2885 Floor Mast -- master HILLSBORO, OR - M ) "op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the Sot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live ipecial loads load applied per IRC-12 section 301.5. (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 3.52 Deflection meets L/480 live and L/360 total load. Creep increase BC- From 14 plf at 0.00 to 14 plf at 3.52 factor for dead load is 1.50. TC- -365.00 lb Conc. Load at 1.69 Truss must be installed as shown with top chord up. I 2-9-0 _r 7.70-1-8 f 8 30" Typ. .1 1 .5X3 III 1 .5X3 III 3X3= 1-6-0 1-6-0 li 40-0-0 3X3= 1 .5X3 III 1 .5X3 III 2-7-8 9040'12 2-8 4 9"4P12 Fc 3-6-4 Over 2 Supports pd R=95 R=95 Design Crit: IRC2012/TPI-2007(STD) .01. PROfiFSS� 'LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .►` L{ r O4 . OR/-/1/-/-/R/- Scale =.5"/Ft. Uss Components of Oregon (503)357-2118 "MARNINGI ee READ AM)FOLLOW ALL NOTES ON THIS DR/NIMBI ar 1po •'MPdRANTee FURNISH THIS DRAWING TD ALL ounRACTORS INCLUDING THE INSTALLERS. TC LL 40.0 PSFs25 iv 4th Ave,Cornelius OR 97113 �'� REF R7175— 2350 Truates require eofrSCS tare In ngbCmpoien, Iaftlling, oriation. y TPllind and)bracing. etyer ao actl fpliow DL 10.0 PSF DATE 12/04/17 the latest eMitlon of 8051 (Sulltlirg Component Safety informatlon. by TPI antl YRCA, for safety practices prior /'r to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top Chord shall hove properly attached structural sheathing and bottom chord shall have a properly attached CC DL 7.0 PSF DRW CAUSR7175 17338293 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI I r, P[IN E ".. sections 83, 87 or E110.,O, as applicable. Apply plates to each face of truss and position as slow above and on 12/05/2017 , IIIII''� the Joint Details. unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/NTT Alpine, a division of ITN Building Components Group Inc. shall not be responsibla for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, ,yam AN ITWCOMPANY installation A bracing of trusses. 3 war 141�+��'* r TOT.LD. 57.0 PSF SEQN- 39505 r...1 lb they weU.ly Cr the* sign listing T/lls duit bi l i Indiana*8?dal.drawing s gforprofea y S enamoringe.. i �s$e it Tan..�� DUR.FAC. 1 .00 FROM BB r soot on i ley.oi.in for�r.5w5 anon. Tele suitability i ley.ea me of.pt.ar yl rip for any of lre w 8351 Rovana Circle responsibility of tae.Building D..Ign.r per ANSI/TWI 1 s.e.2. Sacramento,CA 95828 For more information see this jobs general notes page and these web sites: oa . .i a,on,on4st SPACING 24.0" JRFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - M1 ) 'op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 4 plate(s) require special positioning. Refer to lottom chord checked for 10.00 psf non-concurrent bottom chord live scaled plate plot details for special positioning requirements. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase -russ must be installed as shown with top chord up. factor for dead load is 1.50. asten rated sheathing to one face of this frame. • 14.5" IF. 14.5" 1 7201-8 11 1-6-0 1-6-0 I . I I I I 1 - ,,I +9-0-0 3X3(**) -- 3X5(**) 3X5(**) = 3X3(**) FE-1-4-12--+-1-4-0--+9 8>I 0-1-8 -II,- 3-4-12 J F3-6-4 Over 2 Supports R=201 R=201 Jote: All Plates Are 1 .5X3 Except As Shown. eO PR0p Design Crit: IRC2012/TPI-2007(STD) 41FS 'LT TYP. Wave FT/RT=10°6(096)/4 0) 15.02.' 1 / ( OVF `Pel• OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-1l 18 'aWARNINGI.. NEM AND FDLIA ALL NDffs ON THIS ORATING! V, �4 825 N 4th Ave,Cornelius OR 97113 "I'PoIIT em FURNISH THIS DRAIINB TO ALL CONTRACTORS INCLUDING TME m mALums. 83294PE TC LL 40.0 PSF REF R7175- 2351 Trusses require sof as.BCS care in fabricating, handling, shipping, y TPI installing and bracing. payer to and follow DL�, — 10.0 PSF DATE 12/04/17 the latest edition of 8C51 (Building Competent hardly Information, by TPI dna andA) for safety practices prior ' to performing these functions. tInstallers 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 :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS1 12/OC�017 DRW CAUSR7175 17338306 ALP sections 83, B7 or 810, es applicable. Apply plates to each face of truesand position as slows above and on J the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITN'Building Compos s Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. "�t.r�41�0�'* A',' TOT.LD. 57.0 PSF SEQN- 24813 . A wt en this Moving or tomer paps listing this drawing, indlo.tss amaptaneo of professional ongins.rinyrrV .spaaibi l ity solely far the design.horn. The aultWI I Sty end use of this drawing f any structure I.the *Sell Tan�` DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responsibility er the Smiting Designer per ANSI/TPI 1 S.e.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites, -•- -,_.. ... ........ __:__._-_.__-. fRee.ewmll arefV91141 SPACING 24.0" 1RFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - Z ) , op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 3 plate(s) require special positioning. Refer to scaled lottom chord checked for 10.00 psf non-concurrent bottom chord live plate plot details for special positioning requirements. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. asten rated sheathing to one face of this frame. 3X5(**) = 3X5(**) 1-6-0 1111111FAIIIIIIIIIM 1-6-0 ■=C1:�:1:�C1:�■ • 2X4= 3X5(**) = 2X4= Fr 5-5-14 0-1-8 .LI-- 5-4-6 H-5-5-14 Over Continuous Support R=131 PLF W=5-5-14 Jute: All Plates Are 1 .5X3 Except As Shown. E1'3 PROP Design Crit: IRC2012/TPI-2007(STD) ti� FS ` 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.. .1,59: -4' c EN ' s ' OR/-/1/-/-/R/- Scale =.5"/Ft. omoflents of Oregon (503)357-2118 "'WARNING!" READ AND FOLLOW ALL Nobs ON NIS DIMING! 4 REF R7175- 2352 825 N 4th Ave,Cornelius OR 97113 "I �+*' FURNISH MIS DRAWING m ALL caWrINCLUDINGAcraeINCLUDINGTHE immures. I TC LL 40.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow � AI the latest edition of 8051 (Building Component Safety Information, by TPI and WTCA) far safety practices prior DL 10.0 PSF DATE 12/04/17 to performing these runctions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, op Chard shall have properly attached structural sheathing and bitten Chard shall have a Properly attached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! 12/05/2017 DRW CAUSR7175 17338300 All 1 O�— . sections 83. 87 or 810, as applicable. Apply plates to eacface of trussand position as shown above and on II L the Joint Details. unless noted otherwise. Refer to drawings180A-Z for standard plata positions. BC LL 0.0 PSF CA-ENG PBC/CWC Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to Wild the truss in conformance with ANSI/TPI 1. or for handling, shipping, y� AN ITWCOMPANY Irstellation 11,bracing of trusses. �y/ "qtr��,zoe J,F. TOT.LD. 57.0 PSF SEQN- 26319 dr./ring. A s..l en this dring or eeusr paps listing MfIs droving, Indicates acceptance of pro •shad engineering `V r sponsibility solely fbr the cosign sh w1. T.suitability and use of Mie crewing far any structure I.the r S$@11 Tai - DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responelbllity of the Building Designer pANSI/TPI 1 S.e•2, Saelamenro,CA95828 For more information see this Jobs general notes page and these web sites: -- SPACING 24.0" .JRFF- 1W6H7175777 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - X ) s op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live • )eflection meets L/480 live and L/360 total load. Creep increase factor load applied per IRC-12 section 301.5. 'or dead load is 1.50. Truss must be installed as shown with top chord up. Osten rated sheathing to one face of this frame. 19.25" 0:1-8 1 .5X3111 1 .5X3 III • • r 1-6-0 I I 1-6-0 2X4= •�=1 2X4= iiiililliillild t / 1 .5X3 III 1 .5X3 III FE-1-10-4— °41, 1-8-12 1-10-4 Over Continuous Support r- R=114 PLF W=1-10-4 Design Crit: IRC2012/TPI-2007(STD) 4 0 P/ 44. 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.ff'�1 �E �' OR/—/1/—/—/R/— Scale =.5"/Ft. Uss Components of Oregon (503)357-2118 ••WARNING1•• REPO ANG FOLLOW ALL NOTES ON THIS DIMING! (� �' 825 N 4th Ave,Cornelius OR 97113 ..ITFoRrANrt" BURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIM INSTALLERS. ill 83294PE41 Z TC LL 40.0 PSF REF R7175— 2353 Trusses require extremecare in fabricating, handling, shipping, installing and bracing. Refer to and follow DATE 12/04/17 the latest edition of BCSI am Building Component Safety Information, by TPI and WTCA) for safety practices prior ' - - DL 10.0 PSF to performing these functions. t Installersshallprovide temporary bracing per BCst.r Unless rated otherwise. Bililhlk cap chord shall have properly a tabbed structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338299 t• rigid calling. Locations shown for permanent lateral restraint of webs shall nave bracing Installed per BCSI / /� ,4 f �O`� sections B3, B7 or 810, as applicable. Apply plates to each face of truss end position as shown above and on 1 2105!2017 ' II1LIII� J the Joint Details, unless noted otherwise. Refer to drawing=160A-Z for standard plate positional Alpine, a division of I1w Building Components Group Inc. shall net be responsible for any deviation from this OREGON BC LL 0.0 PSF CA—ENG PBC/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation II,bracing of trusses. "Z43'14,20' r TOT.LD. 57.0 PSF SEQN— 26315 A w1 on this drawing or cover R.A.listing this drawing. Indicates acceptance of professional engineering 4 is 8351 Rovana Circle : lbi I lty e leg design :gner�p.-ANSI/1PI"°etz.w dee this drawing for.n,.truenre i.the S*eli Tao'.t flUR.FAC. 1 .00 FROM BB Saaamento,CA 95828 For more information see this Job's general rotes page and these web sites: K. ...... n,. - _ . _ SPACING 24.0" IRFF- 1WFTH7175797 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BPX ) -op chord 4x2 HF #1&Bet. Deflection estimate assumes composite action with single layer of the tot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L #2 :W2, W3 4x2 DF-L Std/Stud: Negative reaction(s) of -401# MAX. (See below) from a non-wind load lottom chord checked for 10.00 psf non-concurrent bottom chord live case requires uplift connection. 1 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. 3nnnr,n 3.0-1-8 8 2X4 III 1 .5X3 III 1 .5X3 III 2X4 III ' - L J ' 1-6-0 W2 W3 1-6-0 i r 1 4_9-0-0 1, 1 .5X3 III 2X4 III 2X4 III 1 .5X3 III ,, ii5"4}8"8>15'47.f 1-8-8 Over 2 Supports R=46/-379 R=46/-401 so Design Crit: I RC2012/TPI-2007(STD) .0 PROFFi 'LT TYP. Wave FT/RT=1096 096 /4 0 16.01 .'f- S'/ ( ) ( ) �tEte G OR/-/1/-/-/R/- Scale =.5"/Ft. -uss Components of Oregon (503)357-2118 "'WARNING," READ AND RUM ALL NOTES ON THIS pN/ING1TC LL 40.0 PSF 825 N 4th Ave,Gemellus OR 97113 "IMPORTANT" FURROW.THIS ORATING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4V 83294PE 'Z.� REF R7175- 2354 Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and follow 4 the latest edition of BCSI(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 BCS1. Unless noted oehenwiee, top chord shall have properly attached stnuctural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338298 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI y /O� oi� rn I� sections 83. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 1 II O the Joint Details, unless noted otherwise. Refer to drawings 180A-2 for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of 17W Building Components Group Inc. shall not be responsible for any deviation from this OREGON awi , any failure to bulla the ,e� AN ITW COMPANY insngtruss in conformance with ANSI/TVI 1, or for handling, shipping, a, e bracing of tresses. /5 sses. /5 �i C TOT.LD. 57.0 PSF SEQN- 39508 A anal on ens•drwlro or cover page listing this drwiro. Indicates aooeptenoe of profewlonai engineering 4 tY 14,2� 8351 Revana Circle reparability of a the Building design igner 'per The iso.2.end uee of thl:drawing for any.efYCtblf.I.w sse�t Tan -� OUR.FAC. 1 .00 FROM BB Sacmmento,CA95828 For more information see this Jobs general notes page and theme web sites: SPACING 74 n 1RFF 1WFTH7175772 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - LG ) chord 2x4 DF-L #1&Bet. 3 t chord 2x6 DF-L 2400f-2.0E 2 COMPLETE TRUSSES REQUIRED I 2 Webs 2x4 DF-L Std/Stud :W2, W4 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. • ipecial loads Bot Chord: 1 Row @ 6.50" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 17 pif at 0.00 to 17 pif at 24.35 Use equal spacing between rows and stagger nails BC- From 2 pif at 0.00 to 2 pif at 24.35 in each row to avoid splitting. BC- 4180.00 lb Conc. Load at 6.80 Calculated vertical deflection is 0.59" due to live load and 0.58" due )eflection meets L/360 live and L/240 total load. Creep increase factor to dead load at X = 10-6-6. 'or dead load is 1.50. JT PLATE LATERAL CHORD -russ must be installed as shown with top chord up. No SIZE SHIFT BITE [ 4] SS0514 S 1.25 he TC of this truss shall be braced with attached spans at 24" OC in [ 5] W5X7 S 1.25 ieu of structural sheathing. [ 7] W6X10 3.50 L 3.00 [12] W4X5 S 1.25 [13] W4X5 S 1.25 [14] W4X5 S 1.25 [18] W4X5 S 1.25 [19] W4X5 S 1.25 [20] W4X5 S 1.25 [21] W4X5 S 1.25 4X5[18] EE 8X8= 5X7[5]= 1.5X3 III 4X5= 4X5(R)[13] III 3X5- 4X5(R)[20] III 4X8(R) III 1 - i _ t „�,: 1 1-6-0 -O — a1u4 ______I-- t IIIA/! II 1-6-0 I ID 9-0-0 1 SS0514[4] = 6X10[7] = 4X5(R)[12] III 4X5[14] = 4X5(R)[19] III 4X5(R)[21] III 3X5 III 1.5X4 III 550514 1"12 3-3-15 3-3-15 _(_, 3-7-1 3-7-1 3-7-1 JJ 3-3-15 3-5-10 1T 3-3-15 3-3-15 '1' 3-7-1 + 3-7-1 T 3-7-1 'I` 3-3-15 3-3-14 1"12 24-4-4 Over 2 Supports R=3245 W=5.5" R=1398 W=3.75" Design Crit: CUSTOM/TPI-2007(STD) AV PR���* 'LT TYP. 18 Gauge HS,Wave FT/RT=296(096)/4(0) 16.01 .'' ° 404E. S'/0 OR/-/1/-/-/R/- Scale =.3125"/Ft. TlssCom nentsofOregon (503)357-7118 '�WARNINGIme REPO NO FOLLOW ALL NOTES ON THIS ORATING! C9 ��Q TC LL 40.0 PSF REF R7175— 2355 825 N 4th Ave,Cornelius OR 97113 **Ile:WTANT FURNISH THIS OWNING TO ALL carn�cmits INCLUDING TME INSTALLERS. ;(f/ 83294PE Trusses require extrema re In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of nes'(Building Component safety Information, by TN and RICA) for safety practices prior - DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers provide temporary bracing per SCSI. Unless noted otherwise. tap chord shall have properly at tached structural sheathing and bottom chord shell have a properly a cached n rigid ceiling. Locations shave far permanent lateral restraint of webs shall have bracing installed per SCSI BC DL 7.0 PSF DRW CAUSR7175 17338307 ,4 LLO`� sections B3, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on 12/092M7 J the Joint Details. unless noted Otherwise. Refer to drawings IeGA_z for standard plate position. BC LL 0.0 PSF CA-ENG PBC/RTT Alpino, a division of ITT/Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, anyfailure to build the truss in conformance with ANSI/Tpl 1, or for handling, shipping, AN ITWCOMPANY installation A bracing of trusses. /3 �, 04 e TOT.LD. 57.0 PSF SEQN- 108034 A..e1 on tills dr..iwg or clover ppo listing this droving, Indlost...ae.pt nos or pr.f...len.I .aglnsorine <j i•Y 14,24 m 8351 Rovana Circle rr«poniisibiI logy,milady t Building De."1gn.,p.r,ANSI/TPI Suitability 1S . and u.e or mls drawing Wer..y*enactor.i.elle S$e"Tan. DUR.FAC. 1 .15 FROM BB Sacramento,CA9s&2R For more Information sae this Job's general notes page and these web.its=: I nAD I N( SFF AROVF .IRFF- 1W6H7175727 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - KG ) e lot chord 2x6 HF SS#1&Bet. 2 COMPLETE TRUSSES REQU 1 RED l 2 Webs 2x4 DF-L Std/Stud :W2, W8 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @ 1.25" o.c. e ;penial loads Bot Chord: 1 Row (012.00" o.c. (Lumber Dur.Fac,=1.00 / Plate Dur.Fac.=1.00) Webs : 1 Row @ 4" o.c. TC- From 8 plf at 0.00 to 8 plf at 9.33 Use equal spacing between rows and stagger nails BC- From 1 plf at 0.00 to 1 plf at 9.33 in each row to avoid splitting. TC- 998.00 lb Conc. Load at 0.60, 2.60, 4.60, 6.60 8.60 Deflection meets L/480 live and L/360 total load. Creep increase TC- 767.00 lb Conc. Load at 3.31, 5.31, 7.31 factor for dead load is 1.50. TC- 366.00 lb Conc. Load at 9.31 Truss must be installed as shown with top chord up. IT PLATE LATERAL CHORD to SIZE SHIFT BITE The TC of this truss shall be braced with attached spans at 24" oc in 1] W6X8 0 1.25 lieu of structural sheathing. 4] W5X6 2.75 R 1.75 :13] W5X6 S 1.50 :14] W6X8 0 1.25 6X8[1] = 6X8[14] Ill s a a s 1-6-0 ..,.�1 W 1-6-0 [----- ------._.______,___ i] 1] Q / 9-0-0 i 5X7[4]='- 5X7[13] = 3X7 III 3X7 III 1"12 2-3-2 9"2 1-7-8 1-8-0"12 , „. 2-4-14 � 1 2-3-2 9"2 1-7-8 1-8-0 ' �10 2-3-2 11 2 IC 9-4-0 Over 2 Supports >1 R=3566 W=5.5" R=4180p PROS Jote: All Plates Are 1 .5X3 Except As Shown. � Design Crit: IRC2012/TPI-2007(STD) sA LT TYP. Wave FT/RT=2%(0%)/4 0) 16.02.°.‘,.,. ,�ri SV. OR/-/1/-/-/R/- Scale =.5"/Ft. -Liss Components of Oregon (503)357-2118 **WARNING!" READ ANO Fawn ALL NOTES ON THIS DRAWING' 04:, 'Q TC LL 40.0 PSF REF R7175— 2356 _ 825 N 4th Ave,Cornelius OR 97113 "INFORTAN. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1,4/ 83294PE � Trusses require extreme tare 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 WTCA) for safety practices prior veal to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338283 rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS A 11 Iii1]� sections GD, a7 or unl as noted other. Apply pinto to each face of eau and position as sMwn above end on 1 t/05/20 1 L the Joint Details, unless tad otherwise. Refer to drawings;BGA-Z for standard plata positions. 1L/ J/L 1 BC LL 0.0 PSF CA-ENG PBC/RTT Alpine. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON awing, any failure to(wild the AN ITWCOMPANY intruss In conformance with ANSI/TPI 1, or for handling, shipping, installation.bracing of trusses. 13 a„� J: TOT.LD. 57.0 PSF SEQN- 6734 REV , A seal on this drawing or cover peg*listing this drooling, Indies/um.e..pt nes of professional engineering 4 tY 14,20 0 responsibility.alde solely for the sign shorn,. The suitability end n.s of this ar eing for any structure Is the S DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responsibility of the Wilding D..Ign.r per ANSI/11,1 1 S.e.2. elf Tan!. Sacramento,CA95828 For more information saw this Job's general notes page and these web ansa: __.-----._ I t)Afl I NG SFF AROVF .JRFF- 1WRH7175729 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -RvrsIde 2885 Floor Mast -- master HILLSBORO, OR - RT3 ) e 'op chord 2x4 DF-L #1&Bet. (**) 4 plate(s) require special positioning. Refer to lot chord 2x4 DF-L #1&Bet. scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W2, W6 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located see DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC • (racing requirements. DL=4.2 psf. tottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. leflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. 'actor for dead load is 1.50. 'he TC of this truss shall be braced with attached spans at 24" OC in ieu of structural sheathing. sheathing is required for any longitudinal (drag) forces. Ali diaphragms, (racing, and connections shall be designed by the engineer of record. 1 a 0 W2 0 0 0 0 0 0 a 10 0 0 0 0 0 0 1 1-6-0 0 0 0 0:;] 0 0 0 10 1-1-1 10 0 W6 0 0 1-6-0 r 4, 9-0-0 l /////////////////////////////////////////////////////// ,1- i .5X3(**) III 3X3= 4X8(**) = 4X8(**) = 1 .5X3(**) III 3X3 5-9-13 4( 5-8-1 5-9-13 17-3-12 Over Continuous Support d R=84 PLF W=17-3-12 Jote: All Plates Are 1 .5X3 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) C'ECI PRafiF 'LT TYP. Wave FT/RT=296(0°6 /4(0) 15.02.P4, ,Af1 J . illii,eii.1 OR/-/1/-/-/R/- Scale =.375"/Ft. 'Liss Components ofOregon (503)357-1118 **AARNINGI** RFJO looFOLLOW ALL NOIESQtOAS DRAINING! TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.* FURNISH sols CRANING 7D"u CONTRACTORS INCLUDING"+E INSTALLERS. (V�' 4/ 41 lel REF R7175— 2357 Trusses83294PE i require eo'BCS care fabricating, handling, shipping, installingd and bracing. Refer atoc and follow DATE 12/04/17 theltt edition of BCsi (Building Component Safety Information, byTPIand WTCA) for safety practices prior ,/ w ' DL 1 0.0 PSF ,41Iihh, o performing these functions. Installers shall provide temporary bracing par BCS1. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached igid cening. Locauons shown for permanent lateral restraint of webs shall have bracing installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17338292 ,4 LPO ^ secilons B3, B�or 810, as applicable, Apply plates to each face of truss and position as shown above end on 12/05/20 17 A 'i'LL J (III the Joint Betail=, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/GWH Alpine, a division of ITg Building Components croup 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 ITW COMPANY installation.bracing or trusses. = TOT.LD. 42.0 PSF SEQN- 11721 A..el m this drawing or Deur page listing this drawing, Indicates aaeap*.hoo.f p,ef calami engineering 4 ICY 14,24� 0 responsibility solely for tn.design.horn. The suiteblitty and b...f this drawing for any stns-tare i.the $ i DUR.FAC. 1 .15 FROM BB r Ibllit of the guild) gee( S ell Tan`- 8351 Rovana Circle 'epO1e r ng Weer per ANSI/TPI T See.2. Sacramento,CA95828 For more information see this Jobs general notes pogo and these web sites: __._____,,, SPACING 24_0" .1RFF- 1W6H7175792 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT4 ) 'op chord 2x4 DF-L #2 (**) 2 plate(s) require special positioning. Refer to lot chord 2x4 DF-L #2 scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located see DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC f 'racing requirements. DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. leflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. 'actor for dead load is 1.50. sheathing is required for any longitudinal (drag) forces. All diaphragms, 'racing, and connections shall be designed by the engineer of record. Ir ■ - ■ 1-6-0 11®f71:7 1-6I -01 �� 3X3 I • I J9-0-0 I / / 1 ,5X4(**) III 3X3= 1 .5X4(**) III FEE-5-4-0 Over Continuous Support — R=84 PLF W=5-4-0 Jote: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 45kE0 PROfiF 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.►,`; I ,, 142 .1 OR/-/1/-/-/R/- ('1Scale =.5"/Ft. vWA ssComponentsofOregon (503)357-1118 a* RNINAND FOLLOW ALL READ AALL NOTES ON THIS DRANINcl SP �1 TC LL 25.0 PSF **INN-MART.* FURNISH TN's DRAWING To ALL CCNTRA ORS iNcLumm THE iNsrALI-ERs. $3294PE 825N4thAve,ComeliusOR97113 , REF R7175— 2358 Trusses require extreme re in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCS'(Building Component safety Information, by TPI and STCA) for safety practices prier : DL 10.0 PSF DATE 12/04/17 to performing these functions. installers shall provide temporary bracing per BCSI. Unless noted otherwise, 4116 op chord shall have properly attached �,bottom chord shall have structural sheathing atae a properly attached rigid ceiling. Locations*hew„for permanent lateral restraint of web*shall have bracing Installed per BCS BC DL 7.0 PSFDRW CAUSR7175 17338309 _^� `� sections 83, B7 or B10. as applicable. Apply plates to each face of trussand position as shown above and on 12/05/2017 of t"a Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plata positions. 1 4 J L 1/ BC LL 0.0 PSF CA-ENG CWC/GWH Alpine. a division of 1111 Building components Group Inc. shall not be responsible for any deviation from this OREGON drawing. any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. *sell Tao 4, G TOT.LD. 42.0 PSF SEQN- 11717 A...1 o,this drawing or Bever pegs lifting this drawing, Indicates acceptance of professional engineering G LY 14,20 responsibility solely for the design sheen. The.ult.bll lty end use of this drawing for.,y structure is the • 8351 Havana Circle responsibility of the BuildingoeeignerperANsvlPI1see.:. DUR.FAC. 1 .15 FROM BB Sacramento, Forw more information see this,ob s general notes Page and these eb alts: SPACING 74.0" .JRFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT6 ) 'op chord 2x4 OF-L #2 (**) 2 plate(s) require special positioning. Refer to scaled plate lot chord 2x4 DF-L #1&Bet. plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1, W2 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located , lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC )racing requirements. DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. 'or dead load is 1.50. Fasten rated sheathing to one face of this frame. 0 0 II 0 0 0 0 0 W1 1-6-02 3X5(**) 0 0 0 0 0 0 J _W3X5(**) / 1-6-0 .j , l' C //////////// /7/////// ///////// // "' 9-0-0 3X5 III 3X5111 I< 9-6-0 >1 0-3-8 I..I, 9-2-8 ,I 9-6-0 Over Continuous Support >1 R=84 PLF W=9-6-0 dote: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) fso PROFk. 'LT TYP. Wave FT/RT=296(096)/4(0) 16.01 .1R��ISS OR/-/1/-/-/R/- Scale =.5"/Ft. ussComponents ofOregon (503)357-2118 "WARNINGI** M AFOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,ComeNus OR 97113 "lNPORTAirr'• FURNISH THIS DRAWING To ALL corTAACTaIs INCLUDING E INSfALLQS. U' TC LL 25.0 PSF REF R7175— 2359 Trusses require extreme care In fabricating, handling. shipping, installing and bracing. Refer to and follow � ISI ,i the latest edition of RCSI (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 otherwise, O.< top chord hall have properly attached structural sheathing and bottom chard shall have a properly attached BC DL 7.D PSF DRW CAUSR7175 17338286 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC Ail 1 O`-� sections B3. B7 or 810 es applicable. Apply plates in each(ace of cru and position as shown abut end on 12/05/2017 �I L J the Joint Details, unless noted otherwise. Refer to drawings 1BOA_Z forstandardplate positions. BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. ,ygl� TOT.LD. 42.0 PSF SEQN- 105600 A vel an HHs drawing or cover page listing this drawing, indicates.es.pt nes or pro»olan.l engineering rI wLY 14,20 i responsibility wl.Iy far the design.noon. The goit.biiity hues of this drawing fen. structure is the FROM BB 8351 Rovana Circle r..polrlbll lty of the Building Designer per ANSI/tpl 1 S.o.2. sell Tar '` OUR.FAC. 1 .15 Secmmento,CA95828 For more information sea this job's general nates page and these web spas: • SPACING 24.0" .1RFF- 1W6H7175772 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT7 ) "op chord 2x4 DF-L #2 (") 2 plate(s) require special positioning. Refer to lot chord 2x4 DF-L #2 scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC i (racing requirements. DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. leflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. 'actor for dead load is 1.50. sheathing is required for any longitudinal (drag) forces. All diaphragms, 'racing, and connections shall be designed by the engineer of record. 1 hmimmommmisi ill ill 3X3= II �� Pr 9-0-0 / / 1 .5X4(**) III 3X3= 1 .5X4(**) III ac 5-6-0 5-6-0 Over Continuous Support —›- R.84 -3R=84 PLF W=5-6-0 late: All Plates Are 1 .5X3 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) ,E R 0% /4 0 F 'LT TYP. Wave FT/RT=2% ( ) ( ) 15.O2.r.s G . F ��'�'1 OR/-/1/-/-/R/- Scale =.5"/Ft. 'Liss ComponentsofOregon (503)357-2118 ••WQIINGI•• NEM AND FOLLOW ALL NOTES I THIS GNAOINGI REF R7175— 2360 ••llPgtTANr•• FURNISH THIS DRAWING m ALL CONTRACTORS INCLUDING THE INsrAILFAs. wi 33294PE,� TC LL 25.0 PSF 825 N 4t Ave,Cornelius OR 97113 y Trusses require extremecare in fabricating, handling, shipping, installing and bracing. Refer to and follow rl� the latest edition,of SCSI Building Component Safety Information, by TPI and OTCA) for Safety practices prior �► DL 1 0.0 PSF DATE 12/04/17 a performing these functions. tInstallers shall provide temporary bracing per BGS(, Unless noted otherwise. �. to chord shall have properly attached structural sheathing and bottom chard shall have a properly Attachetl BC DL 7.D PSF DRW CAUSR7175 17338294 rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC fl 1 O` sections B3, B7 or 010, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 (I L 3 heJoint Details, unless ndted otherwise. Referto drawings IBCA-Z for standard plate positions. L BC LL 0.0 PSF CA-ENG CWC/GWH Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY Installation&bracing of trusses. TOT.LD. 42.0 PSF SEQN- 11729 A...I m this drawing or listing th er cover peis drawing. indicates acceptance of pfof. n ..lo.l engineering �4 414Y14,2064 responsibility solely Pb.-the design shorn. The suitability end use of this drawing for any structure Is the 8351 Rovana Circle r..pon.Ibl ucy or the Building Designer Tar .r per ANSI/TPI t S.e.z, s `. DUR.FAC. 1 .15 FROM BB Sacramento,CA9s8zR For more information see thls,ab,general natal page and these web sites: SPACING 24.0" .1RFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT9 ) s 'op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 DF-L Std/Stud DL=4.2 psf. russ designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member lot to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. >ay be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT )VERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per )o not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. >ee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind >racing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. Truss must be installed as shown with top chord up. Basten rated sheathing to one face of this frame. 0 0 0 fl 0 0 0 0 0 1-6-0 1-6-0 0 0 0 0 0 0 a 0- 0 9-0-0 ///.///////////////////1i//'///////// 1 10-3-0 Over Continuous Support >1 R=97 PLF U=18 PLF W=10-3-0 lote: All Plates Are 1 .5X3 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) E F� 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1"tr,a/nr `rw OR/-/1/-/-/R/- Scale =.5"/Ft. .uss ComNot Ave, ofOregon57-?118 eeWARNINGI H des NV FNGuar ALL NOTES w has WRING! �htjr ..;14-' � TC LL 25.0 PSF REF R7175- 2361 825 N 4th Av,Cornelius OR 97113 "I + e' FURNISH THIS DRAWING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow .� DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior DL 10.0 PSF to performing these functions. Installers shall provide teeporary bracing per SCSI. 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 par ac BC DL 7.0 PSF DRW CAUSR7175 17338297 sections 83. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above end on �IAil ' �l n �oi[l I I the Joint Details, unless noted otherwise. Refer to drawing%180A-Z for standard plate positions. 12/05/2017 BC LL 0.0 PSF CA-ENG PBC/RTT Alpine. a division of ITB Building Components Group Inc. shall ,at 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, ANIrwcaMrbaNY installation B bracing of trusses. G TOT.LD. 42.0 PSF SEQN- 102909 • A semi on this drawing Cr tees pegs listing this drawing, Indicates eee.pt.nwe wion of prof .i engineering _ring �/ t1/tyf 14,20 _ responsibility solely for the design.lawn. The aule.eilIty and w..f this di-swing for. structure Is the FROM BB s35l Rovana Circle rwpa Iblllty of the Building Designs per NBI/TPI 1 See.z. sell Tan t DUB.FAC. 1 .15 Saclamento,CA95828 Far more information see this Job's general notes page and these web sites: SPACING 24.0" .1RFF- 1WfiH7175777 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT10 ) -op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 DF-L Std/Stud DL=4.2 psf. russ designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member J lot to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. lay be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT )VERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per )o not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. i lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (racing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. Truss must be installed as shown with top chord up. 'asten rated sheathing to one face of this frame. 1 0 L 0 0 0 0E 1-6-0 1-6-0 0 0 0 0 0 -0 G //// /�/ ,/7/////////////////// " 9-0-0 d r 7-1-0 Over Continuous Support R=97 PLF U=30 PLF W=7-1-0 cote: All Plates Are 1 .5X3 Except As Shown. p PRO 'LT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) .(�GN� ��Oft FT/RT=2%(0%)/4(0) 16.01 .si- 4 e.L. O OR/—/1/—/—/R/— Scale =.5"/Ft. vssComponents ofOregon (503)357-1118 a*WARNINGIee READ NA FOLLOW NATES ON THIS WOOFING! 83294PE 'p a REF R7175- 2362 825 N 4th Ave,Cornelius OR 97113 ..WIFOITAllraa FURNISH THIS DRAWING TO ALJ.CONTRACTORS INCLUDING THE INSTALLERS. - TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow IC ,/ C IL 1 0.0 PSF DATE 12/04/17 the latest edition of BCS( (Building Component Safety Information, by TPI and MTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, top chord=hell have properly at tarhed 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 17338296 A11 ,[1 N la sections ea. aT er anon as applicable. Apply plates to mach face of truss and position am thewn above and an, A II Ir 1J the Joint Details, unless noted otherwise. Refer to drawings,BGA-Z for standard plate positions. OREGON C LL 0.0 PSF CA-ENG PBC/RTT Alpine. a division of ITA Building Coi,ponents Group Inc. shell not be responsible for any deviation from this drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation 11,bracing of trusses. G n4Y14,20% 0 TOT.LD. 42.0 PSF SEQN- 102907 A wHating l on this droving or cover page thio drawing, indicates.ee.pt.n.e of profe.oienel engineering S responsibility eoI.ly fOr the design.enure. The suitability end w or this dr wing for any structure I.the $ell Tan � DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI T See.2. Sacramento,Cnss8z8 For more information see this general ,etas page and these web sites: Renewal 6130/2018 SPACING 24.0" .JRFF- 1W61-17175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP1 ) -op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud DL=4.2 psf. , lottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. 'or dead load is 1.50. -his truss is designed to support vertical loads only. This truss las not been designed to transfer lateral or longitudinal forces. sheathing or other bracing is required for any longitudinal (drag) 'orces. All horizontal and vertical diaphragms and connections shall )e designed by the engineer of record. See Code section R602.10.6.2. 1 .5X3 III 3X3= rriMinffli , 1-6-0 1-6-0 P. ■ _�milial +9-0-0 3X3 1 .5X3111 1"12 1-6-8 .,j 11iT 1-4-12 1'12 k >1 1-8-4 Over 2 Supports R=71 W=5.5" R=71 W=5.5" Design Crit: I RC2012/TPI-2007(STD) .4EQE�PROfiFs4 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .04—.0 N e. �O$ OR/—/1/—/—/R/— Scale =.5"/Ft. vssCom nents of Oregon (503)357-2118 ••WARNIlM,lee READ NO FOLLOW ALL ONES ON THIS ONMINGI (V 83294PE - TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ..11WOmANT** FURNISH IRIS OWING TO ALL CONTRACTORS ana-OOINO na INSTALLERS. REF R7175- 2363 Trusses require extreme re In fabricating, handll,g, shipping, installing and bracing. Refer to afollow rr the latest edition of SCSI( and GC 0p/ Building Component safety Information, by TPI and WTCA) for safety practices prior C IL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shall provide temporary bracing par BCSI. Unless noted otherwise, 4111114 top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached ... sections rigid ceiling. Locations shown for permanent lateral restraint or webs shall have bracing Installed per SCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338301 A[L��_ � B3, 87 or 810, as applicable. Apply plates to each face of truss and position po shown above end an Jhamint Details. unless IT noted etharwipo talar to drawing,1A0o_z for standard plata ny,deviation OREGON :C LL 0.0 PSF CA-ENG BFR/GWH Alpine, a division of ITN Building Comtruss Group Inc. shell not be responsiblehen for any deviation tram this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, C. AN ITW COMPANY installation.bracing of trusses. G `IILY 14,204' 0 TOT.LD. 42.0 PSF SEAN— 118514 A semi ab this ar..IyO or savthe designr gheen.g thilb. uitabili aue ofethis dr of gforayscture is t ese,l Tan DUR.FAC. 1 .15 FROM BB A.semi en this drewiy n.r tie ge listing TM suitability indicates dBo use of this o..0?professional Wer.ng,aengine rs the 8151 Rovana Circle responsibility of the Building Designer par ANSI/TPI t S.e.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: _ Renewal 8/30/2018 SPACING 24.0" .IRFF- 1W61-17175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP2 ) -op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud DL=4.2 psf. Iottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. 'or dead load is 1.50. Fasten rated sheathing to one face of this frame. his truss is designed to support vertical loads only. This truss las not been designed to transfer lateral or longitudinal forces. sheathing or other bracing is required for any longitudinal (drag) `orces. All horizontal and vertical diaphragms and connections shall )e designed by the engineer of record. See Code section R602.10.6.2. 1 .5X3 III 1 .5X3 III I. ■ II 1-6-0 I I 1-6-0 • moimiril9-0-0 W=M WW1 1 .5X3 III 1 .5X3 HI 1 9„14.-711z 1-1-6 Over 2 Supports I R=47 W=5.5” R=47 W=5.5" Design Crit: I RC2012/TPI—2007(STD) gti¢�O PROfifiSoS )LT TYP. Wave FT/RT=296(0%)/4(0) 15.02.1 Q�N E �O OR/—/1/—/—/R/— Scale =.5"/Ft. -ussComponents ofOregon (503)357-2118 aeWARNING1ae NEAT AND FOLLOW ALL NOTES ON THIS INI 83294PE $ REF R7175— 2364 825 N 4th Ave,Cornelius OR 97113 ••HIPO[TANTee ANIMISM Tlis WINNING To ALL CONTRACTORS INCLUDING Tc INSTALLERS. ��/ '� TC LL 25.0 PSF Trusses require extreme re in fabricating, handling, shipping, Installing and bracing. Refer to and follow ,/ C IL 1 0.0 PSF DATE 12/04/17 the latest edition of RCS! Millding Component Safety Information, by TVI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid tel ling. Locations shown for permanent lateral restraint of webs shall l have bracing instal led per ecsI 12/05/2017 iC DL 7.0 PSF DRW CAUSR7175 17338303 ,Al IL1 y I sections 6D ai or unless as appinoted other Apply plates to each face of truss and position as shown above end m L J tAl ane, Details. sof I1 nBuil otherwise.Components to drawings 160A_Z for standard plata nye evict. OREGON :C LL 0.0 PSF CA-ENG BFR/GWH Alpine, a division of ITN Building Components Group Inc. shell not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TVI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses. G n/LY 14,ao"° 0 TOT.LD. 42.0 PSF SEQN— 116938 �,this growing or the d sign listinmoan. Thethiuit ,III Indicates ae of acceptance drawing gffor ay,,.l tat.. IC `es en Tar`� DUR.FAC. 1 .15 FROM BB responsibility eslwin for the rD.lgs.MMI. TM esdrawin , I .Ind Iles df al•ceoffar any al engine is the 8351 Rovana Circle responsibility of the&sliding Designer per ANSI/1n1 1 Ses.2. Sacramento,CA9ssz8 For more Information www this Job's general notes pages and these web aitea: Renewal W30/2018 SPACING 74.0" .1RFF- 111116H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP3 ) -op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. 'or dead load is 1.50. Fasten rated sheathing to one face of this frame. his truss is designed to support vertical loads only. This truss las not been designed to transfer lateral or longitudinal forces. sheathing or other bracing is required for any longitudinal (drag) 'orces. All horizontal and vertical diaphragms and connections shall le designed by the engineer of record. See Code section R602.10.6.2. 1.5X3 III 1 .5X3 III rr 1-6-0 ill 1-6-0 r 11111111119-0-0 1 .5X3 III 1 .5X3 III 1"12 1"12 rr9,1 1-0-8 Over 2 Supports R=44 W=5.5" R=44 W=5.5" Design Crit: 1RC2012/TPI-2007(STD) ..c4 �PR�F�SS, LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02..11 1rG4N E_ �p OR/—/1/—/—/R/— Scale =.5"/Ft. vss Components of Oregon (503)357-2118 '�WARNINGI" READ ANC FOLLOW ALL NOTES ON THIS awINGI or825N4thAve,CorneousoR97113 re nfabriFURNISH IRISatin DRAININGhawdi To ALLpping.cTORS INCIglING TNEbra INSTing. ��TC LL 25.0 PSF REF R7175- 2365 Trusses require a trema care in fabricating, handling, shipping, installing and brfor s. Refer to and follow L 10.0 PSF DATE 12/04/17 the latest edition of 8051 (Building Component Safety Information, by TPI and WIG) for safety practices prior o performing these functions, Installers Ushall provide temporary bracing per BCSI. Unless noted otherwise, 411111k4 top chord shall have properly at tached stn ral sheathing and bottom chord shall have a properly attached 7.0 PSF rigid ceiling. Locations shown for permanentulatera, restraint of webs shall have bracing installed per BCSI 12/05/2017DRW CAUSR7175 17338304 n s 83, 87 or 7410, as applicable. Apply plates to each face of trussand position as shown above and on ,.1 L i I _� I i— sections 83, Details, unless noted otherwise. Refer to drawing 180A-2 forstandardplate positions. OREGON BC LL 0.0 PSF CA—ENG BFR/GWH �1 I V I� Alpine. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing. any feilnre Co build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation.orating of trusses. fie `t/LY 14,210 m TOT.LD. 42.0 PSF SEQN— 116940 A seal an this droving Cr cover peg. lifting this droving, Indicata..ompt.no.of prof.wian.l engineering $� 11 t reepans 8351 Rgvana Carole r..pawiniu icy eftthe. NuildiIbr�ng signer�Al vThe iPILies«e2.m u.e or m/s arwlnp for any structure IC eel. @ll Tan DUR.FAC. 1 .15 FROM BB saclamenlD,CA95828 For more information sae tbie,eb,general .,vias page and these web s,tee: Renewal 6/30/2'018 SPACING 24.0" .1RFF- 1WfH7175722 STRONGBACK BRIDGING RECOMMENDATIINS 11110.- All scab-on blocks shall be a minimum Dx4 Burr sTRONGBACK "stress graded lumber," BRIDGING TOGETHER • INN-All strongbock bridging and bracing shall be a minimum 2x6 "stress graded lumber." 4 11111111.1111 ► The purpose of strongback bridging is -to I / ---0'� ATTACH SCAB WITH l0d BOX/GUN develop load sharing between individual trusses, 4' -0' 2xE (G01228 x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB NOTE, IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGGBAACKEAST BRIDGING MEMBERS strongback bridging, positioned as shown in STR❑NGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0" o.c. (mob) N❑TE Details 1 and 2 are the preferred attachment methods mi.- The terms "bridging" and "bracing" are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. "Bracing" is an WEB w/ (3) lod COMMON0 important structural requirement of any floor x (0.148' 3') NAILS OR (4) I0d BOX/GUN or roof system. Pefer to the Truss Design 28' 3,0°) NAILS ----- ----- � x01" Drawing TDD) for the bracing requirements for each individual truss component. "Bridging," i! / /� particularly "strongback bridging" is a `' *00 recommendation for a truss system to help control vibration, In addition to aiding in the i. i distribution of point loads between adjacent ' truss, strongback bridging serves to reduce IIIIIIOIIIIIIo o --_L- 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 raw(at center of span) The performance of all floor systems ore 10d COMMON 40.148'x3.0'S OP 20' to 30'2 rows(I at each 1/3 points) enhanced bythe installation of strongback X/GUN (0128'x3.0') NAILS AT 2x6 (MINIMUM) STR❑NGBACK, 30' to 40'3 rows(1 at each 1/4 points) g TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END, I Doer 40' Space rows at 10'o.L.points) bridging and therefore is strongly recommended SCAB-ON BLOCK ATTACH IRONGBACK TO BLOCK W/ (3) by Alpine, d COMMON (0.148'x3.0') NAILS ,41,10d BOX/GUN ‘0.128"x2,0") � For additional information regarding strongback NAILS. ( 3) ��� bridging, refer -to BCSI (Building Component Safety Informotion), 3>------ -41101111111.1"111144-411111.111 . ...1 \ 11•00-, %AO - „ __________ 41,, WOr ill oP 1. 111111111101111111111111 i / p .01111111111111,71 % /ATTACH STRONGBACK HORD l\TO BOTTOM CHORD WITH #10 o STR❑NGBACK BRIDGING ATTACHMENT ALTERNATIVES 3' SCREWS 'C04 'NS` wwWARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING! �� • T C L L w wIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. . PSE REE S T R❑N G B A C k. min require extreme care n Fobricoting, handling, shipping, installing and bracing, Refer to and 83294PE - - Follow the latest edition of BCSI (Budding Component Safety Information, by TPI and SBCA) Co, safety wt /' IL PSE DATE 10/01/14 / practices prior to performing these actions. [strollers shall provide tenporor y bracing per SCSI. \\ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chard <-i-- — ....___�:.., n, ,hall nave a properly attached rigid telling. Locations shown Far permanent lateral restraint of webs .C DL PSR DR WG STR BRIBR1014 fIIl�I shot have brocing installed per BCSI sections B3, B7 or BIO, as applicable. Apply plates to each face 12/05/2017 �C LL PSE I I �)-11 C of trus and position as soown above and on the Joint Details, unless noted otherwise, J C Refer to dro wings 160A-Z Fpr stondnrtl piote positions. Alpine, a division of ITV Building Components Group Inc. shalt not be responsible for any deviation from la AOkInfON AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, T❑T, LD, PSP installation 6 bracing of trusse A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional ys LV 14.2O tO engineering responsibility solely for the design shorn. The suitability and use of this droning •` DUP. EAC' 1'00 13389 Lakefront Drive any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 8ell Tar Earth City,MO 63045 For more informatione this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI a www.tpinst.org; SBCA, www.sbcindustry.orgi ICC: www.iccsafe.org o...........1aIanI9n4A SPACING Goble Stud Reinforcement Detail ASCE 7-10i 120 mph Wind Speed, 15' Meon Height, Enclosed, Exposure C, Kzt = 100 Or: 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 CI) 1x4 'L' Brace * (1) 2x4 'L' Brace * (2) 2x4 'L' Brace ** (1) 2x6 'L' Brace * (2) 2x6 'L' Brace ** Bracing Group Species and Grades Gable VerticalNo I I - Spacing Species Grade \I Braces Group A (Group B Group A 1Gnoup B Group A Group B Group A Group B Group A Group B Group A: Spruce-Pine-Fir Hem-Fir #1 #2 #3 4' 10' 8' 2' 8' 6' 9' 8' r 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' ql i 42 Standard 42 Stud U 4' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0° #3 Stud #3 IS tandard - _ _ Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7" 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' I 13' 10' 14' 0' 14' 0' 14' 0' Dou.las Fir-Larch Southern Pine*** U #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8" 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 121111M1 #3 j— #2 4' 10' 8' 2° 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud .. _.__ Standard Standard I #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 1!' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' CU L- _ 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' B' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B: J #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' ll` 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Her-Fir o _ S P- #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4° 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 1 41 R Btr U _- Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4° 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' L 01 U O Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4° 13' 0' 13' 7" 14' 0' 14' 0' 14' 0' 14' 0' Bou.las Fir-Larch Southern Pine*** #1 5' 9' 9' 6' 9' 10' 11' 3° 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' IIMIIII #1 S P #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0° #2 #2 __ #3 5' 5' 8' 6" 9' l' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SPB (Stress-Rated Board), U _ Stud 5' S' 8' 6' 9' l' ll' 0' 11' S' 3' 1' 3' 8' 14' 0' 14' 0' 14` 0' 14' 0' ***For lx4 So. Pine use only industrial 55 or Sto ndord 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 7 #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, i _ S #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' L4' 0' Goble Truss Detail Notes: U _ Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240, Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0° 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections For 35 plf over K #1 6' 4' 10' 6' 10' 10° 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psF TC Dead Load), SP #2 6' L' 10' 4' 10' 8° 12' 2' 12' 8° 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end suoports 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' olywood overhang. - I D P _ Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0" 14' 0° 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8° 9' 3° 11' 7' 12' 5' I 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' S ymm r;; Attach 'L' braces with 104 (0.128-x3,0' min/ nails. About II' able Truss i h I 91 BE For (1) 'L' brace: space nails at 2' a.c. ii in 18' end zones and 4' o,c. between zones. 3onol brace option: 31f#For (2) 'L' braces: space nails at 3' o.c. tical length may be j y T r .n 19' end zones and 6' o.c, between zones. (bled when diagonal i 18° �E a + 'L' bracing must be a minimum of 80/ of web 0. .cP is used, Connect 'L L ' member length. cD )anal brace for 335 • each end. Ma. web 7 Brace Gable Vertical Plate Sizes al length is 14'. 1------,--____ 3E NE 1l y\ Vertical Length Nc Splice 2x4 01-5 #2 or \.\ Less than 4' 0' 1X4 or 2x3 better diagonal Greo ter than 4' 0', but Vertical length shown brace; single 18` ' less than 11' 6° 214 i in table above. 45• or double cut GI O Greater than 11' 6' 3X j + (as shown) at L_ .1_ 1 O + Refer to common truss design For L upper end. CI 0- 0 o-3�`1 0 0 11 0 ' SEM peak, splice, and heel plates. /Continuous Bearing - -'� Connect diagonal at p'Q. Refer to the Building Designer for conditions midpoint, of vertical web. Refer to chart above for m•:, eto - ■th, Akfnot addressed by this detail, *.WARNING(*■ READ AND FOLLOW ALL NOTES ON THIS DRAWING( �� !lr.1GENE' i0 REF ASCE7-10-VAB12O15 **IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �/ Trusses require extreme care in Fabricating, handling, shipping, installing and bracing. Refer to and ,..C.9 U 83294PE !� DATE 10/01/14 'Sibs the latest edition of BCSI (Building Component Safety Information, by TPI and SBLA) for safety /y :l \ practices prior to performing these Functions. Installers shall provide temporary bracing per BCSI, •L / `� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord ••��n shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG AIL015ENCi01014 -i:-LVD ifs ID A (� Shall have bracing installed per BCSI sections B3, B7 or BID, as applicable. Apply plates to each face L-1J '\ I �—. of eruts and position as shown above and e the Joint Details, unless noted otherwise. 12/05/2017 L�L�- ' V Il Fes—' Refer to drawings 160A-Zas for standard plate positions. AN ITW COMPANv dip,ne, a division of ITS B ol*ing Components Group Inc. shoo not be responsible Far ony deviation fr on l q i7►Q G/,1(1N this tlro wing, any failure Yo build the truss in cont ornance with ANSI/Del 1, or for nantlling, shipping, LL/'(J')rr'J"' MAX, TOT. LD, 60 PSF installation 6 bracing of trusses. �p A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional /_ �[Y 14,204' 0 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 1 Seo2. s•eif Tar t Earth City,MO 63045 For re information see this lob's general notes page and these web sites MAX. SPACING 44,0" Al.PINF. wwwonlnineitw.rnm: TPI: www.tnlnst.orn: SPCA: www.shcindustrv.nro: ICL: wwwirrsnfe.ore CaOe De mai , For Let-in Verticals Gable Truss Plate Sizes About + , Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. �� \ +(Refer to Engineered truss design for peak, / splice, web, and heel plates. • / ( If gable vertical plates overlap, use a + single plate that covers the total area of II 2 tik the overlapped plates to span the web. Gable k ) ► Vertical W Example. 2X4 ■ yp /� �/I 2X4 12X8 ' "T" Reinforcement Attachment Detail "T' Reinforcing 'T' Reinforcing Member Member w 1I 2 410 © Toe-nail - Er - 1//i\ \ End-nail / i o o Y o oo fl sgl , + To convert from 'L' to 'T' reinforcing members, I multiply 'T' increase by length (based on Provide connections for uplift specified on -the engineered truss design, appropriate Alpine gable detail). Attach each reinforcing member with End Driven Nails Maximum allowable "P reinforced gable vertical 10d Common (0.148'x 3.',min) Nails at 4" ac, plus length is 14' from -top to bottom chord. 1 14) nails in the top and bottom chords. 'T' reinforcing member material must match size. , s ecieandgrade of the "L' reinforcingmember, Rigid Sheathing Toenalled Nails, P 9 t i0d Common (0.148'x3`,min) Toenails at 4` o.c. plus Web Length Increase w/ °T" Brace i X 4 Nails A A (4) toenails in the top and bottom chords, "T" Reinf. 1 'T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size I Increase iforcing - wind load. ember 2x4 3 30 ASCE 7-05 Gable Detail Drawings Example, 2x6 20 'L 4130(5051014, A12015051014, 411015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, 412030051014, A11030051014, 410030051014, A14030051014 i Gable Nails Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 I 4' ac A11515ENC101014, A12015ENC101014, A14015ENC101014, A16O15ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, T" Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' I A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' c-) See appropriate Alpine gable detail for maximum unreinforced gable vertical length. _ .c,, 4 Nails Y X p 7G Ceiling ��Otg' f ROp ■eVARNINGlew READ AND FOLLOW ALL NOTES ON THIS DRAWINGI GAN S .wIMPORTANTae FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /��` H3294PE11 E. O7, REF LET-IN VERT Trusses require extreme care in fabricating, handling, shipping, instating and bracing. Refer to and 14 / ,� fallow -the latest edition of BCSI (Balding Component Safety Information, by TPI and 0135A) for safety / DATE 10�01�14 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 chord n n IN i—'-\� ,,, shall nave a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs D R V✓G D L L E T 1I V 1 1 4 /- I I shall have bracing installed per RCS( sections B3, B7 or 1310, as applicable. Apply plates to each face 12/05/2017 _ - �- J' of truss and position as shown above and tono the Joint Details, unless noted otherwise. /^�r�yO� �'I_t I Refer to drawings 1604-Z for standard plate positions. rlyfj[I[/'r7•+ AN ITW COMPANY Alpine, a division of 1151 Building Components Group Inc shalt not be responsible for any deviation from / V ,` this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �LV14,20 (0 MAX. TOT. LD. 60 PSF installation & bracing of trusse A seal on this drawing or cover page listing this drawing,indicates acceptance of professional Sell Tar' engineering responsibility solely for the design shown. The suitability and use of this drawing DUR. FAC. ANY 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. co............Reonton40 ASCE 7 - 10 120 ropn, 30' Mean -eight, Cursed, Exposure C Common Residential table End Wind Bracing Requirements Stlf W enens 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, 30Ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length :zt = 1.00, Wind IC DL=5,0 psf, Wind BC DL=5,0 psf. provide o 2x6 stiff back 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 Sot! Continuous ceiling diaphragm H Greater than 7'6" to 12'0" maxi provide a 2x6 stiffback at mid-height and brace ;ee Engineer's seo.led design referencing this detail to roof diaphragm every 4'0" (see detail below or nor lumber, plates, and other information not shown refer to DRWG A12030ENC101014) )n this detail }X ❑ptional 2x L-reinforcement attached Jails 103 box or gur (0.128"x3",min) nails, to stir fback with 103 box or gun (0,128' x 3", min,) nails 6 6" o,c, 0 IIT/ 0 2X4 Blocking - nailedC ; ond oEillIP \[___,.. \45° uss `TyP' i " tljdI �W-I - 7X4 DE-L #2 - or better diagonal brace - Attach each end for 560#, - A. i i V ti _ / / // continuous Bearing / // / / / // W 2x6 #2 Stiff bock attached to each ckEOPROp . Stud w/ (4) 103 box or gun (0.123' X 3", min.) nags, e SSS • ww'ARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAVINGIty 411 iil R E GE WHALER ww1MPORTANTw■ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE, Trusses require extreme care n Fabricating, handling, shipping, Installing and bracing. Refer to and DATE 10/01/14 follow the latest edition of BCSI !Building Component Safety Information, by TPI and SBCA' for safety j��N practices prior to performing these functions. Installers shall provide temporary brocing per BCSI. iUnless noted otherwise, top chord shall have properly attached structural sheathing and bottom char. DRWG GABRST101014 ' �' shall Hove o properly attached rigid telling. Locations shown For permanent lateral restraint aF rebs 12/05/2017 � _'.�\ shall hove brocing installed per BCSI sections B3, B7 or BIO, as applicable. Apply plates to each Face Z I 0 C o',' trussand position as shown above and on the Joint Details, unless noted otherwise. J J�C Refer to drawings 160A-Z For siandord plate positions. /f�'�{ G90N Alpine, a division of ITU Building Components Group Inc. shall not be responsible For any deviation from ��'"�� CAN ITW COMPANY this drawing, any failure to build the truss in confornance with ANSI/TPI 1, or for handling, shipping, Vt/ Installation P. bracing of trusse y LY 14,20 �m MAX TUT. LD, 60 PSF A seal on this drawing or cover page listing this drawing, indicates acceptance of professional S8 "�� engineering responsibility solely for the design shown. The suitability and use of this drawing B o 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I^Sec.2. _ -_ -_ —_