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Plans (2) } /t69P) 5LJ 112A '/ 18" FLOOR TRUSSES ONLY IN PACKAGE ALL SPACE BLOCKING-END BLOCKING -HANGERS RND BRACING IS TO BE SUPPLIED BY BUILDER PER THE SPEC ON THE PLAN BUILDER TO SUPPLY CORRECT HANGERS BUILDER TO SUPPLY CORRECT HANGERS TO SUPPORT 18" DEEP TRUSSES THAT HANG FROM A 12" TALL BERM TO SUPPORT 18" DEEP TRUSSES THAT HANG FROM A 13-1/2 TALL BEAM - M Y 1 4 E 7 . . RUN 0 —/ a=_ at 44--: {' r' �. • • • . FLOOR SYSTEM BY OTHERS THIS AREA DA . � . w ; o , aoI ,IIIi • p • . `, I I FLOOR SYSTEM BY OTHERS THIS AREA P i i 4 P 4 1 I� 1 1 "'' „ RLL•DR-BE M REQUIRED I HERE FOR BEARING VERIFY PERIMETER RIM JOIST SIZE SO TRUSSES CAN BE STUBBED BACK TO ALLOW RIM TO SET ON WALL OR BEAMS o Customer: PARR LUMBER-HILLSBORO 0 cn o Desc. : RidgeCrest Annenberg Floo oo '- co ADDRESS: 11670 sw Bull mnt rd m - z Designed by: BILLY BREESE .- z o 0 0 •• ITW Building Components Group, Inc. 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1V6Q7175Z1728121307 Truss Fabricator: Truss Conponents of Oregon Job Identification: 0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floo -- 11670 sw Bull not Model Code: IBC Truss Criteria: I BC2009/TP I-2007(STD) U PRO Engineering Software: Alpine proprietary truss analysis software. Version 12.03. - Truss Design Loads: Roof - N/A 0�°� Floor - 55 PSF 0 1.00 Duration 19575P Bind - N/A �. Notes: 05 28/2014 1. Determination as to the suitabilit of these truss co OREGON y components for the "4 structure is the responsibility of the building designer/engineer of 94' (G record, as defined in ANSI/TPI 1. E)(,D W.N 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 RenewNdeaeraorzo15 Garold W.Heal Details: STRBRIBR- Submitted by GBH 12:12:53 05-28-2014 Reviewer: TSB $ $ # Ref Description Drawing# Date 1 05984--A 14148130 05/28/14 2 05985--B 14148131 05/28/14 3 05986--B1 14148132 05/28/14 4 05987--B2 14148133 05/28/14 5 05988--C 14148134 05/28/14 6 05989--D 14148135 05/28/14 7 05990--E 14148136 05/28/14 8 05991--D1 14148137 05/28/14 9 05992--E1 14148138 05/28/14 10 05993--F 14148139 05/28/14 11 05994--I 14148140 05/28/14 12 05995-4 14148141 05/28/14 13 05996-4 14148142 05/28/14 14 05997--L 14148143 05/28/14 15 05998--L1 14148144 05/28/14 16 05999--L2 14148145 05/28/14 17 06000--1 14148146 05/28/14 18 06001--G 14148147 05/28/14 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floe -- 11670 sw Bull mnt - A) Top chord 4x2 DF-L #2 + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #2 bridging recommendations. Webs 4x2 DF-L #2 Deflection meets L/480 live and L/360 total load. Creep increase factor Bottom cchecked for 10.00 psf non-concurrent bottom chord live for dead load is 1.50. pplordd per IBC-09 section 1607. Truss must be installed as shown with top chord up. i29.25" Typ. 1.5X4 III 3X5= 1.5X4 III 1.5X4 III 1.5X4 _ 3X3 --. 3X5=/ R RI _ 111 ilii 1-6-0 ` // 1-6-0 MI ME M x `, 9-0-0 3X7-- 3X7 3X5-- 3X5- 0"12 X53X5= L 1-10-11 _4 5-7 2-6-0 L. 2-6-0 5-0-0 2-6-0 , 2-6-0 q-5-7_ 1-10-11 l 2 f f 13-10-14 Over 2 Supports ,'J R=765 W=5.5" R=765 W=2.626" Design Crit: IBC2009/TPI-2007(STD) EO PRO1 PLT TYP. Wave FT/RT=10%(0%)/4(0) 12.03.►; ' S O` 0�1 EF @, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-211; '"WARNING" READ AND FOLLOW ALL NOTES ON THIS SMEETI 825 N 4th Ave,Cornelius OR 97113 IIAPORTAM" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. O TC LL 40.0 PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and 19676 P '�' y REF R7175- 5984 follow the latest edition of BCSI (Building Component Safety Information, by TPI and DTCA) for Safety %, TC DL 10.0 PSF DATE 05/28/14 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 shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs / / BC DL 5.0 PSF DRW CAUSR7175 14148130 shall have bracing Installed per BCSI sections 83, BT or B10, as applicable. 0 '28/2014 MI/Akio anyTfailure'to build thestrusspIn"conformmance ith ANSinPPlres, forehandli.g,tlshipping,£intallationIA OREGON BC LL 0.0 PSF CA-ENG TSB/GWH bracing of trusses. Apply plates to each face of truss and position as shown above and on the Joint V Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. A seal on thin 9''OLD •A•29.�9�G TOT.LD. 55.0 PSF SEQN- 202384 drawing or cover page listing this drawing, Indicates acceptance of professional engineering O/D W v ITWBuildingComponentsGroup,Inc. a°;""011ty sanely far the design Shown. The Suitability and use of this design for any structure Is ` DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 esPomibllity of the Building Designer per ANSI/TPI 1 Sec.2. For more Information see: This Job's general notes page; ITW-BCG: www.ltwbcg.com;TPI: www.tpinst.org;WTCA: www.sbclndustry.com, ICC`www.idcSafe.arg RB^BW'adate6 WANE SPACING 24.0" JREF- 1V6Q7175Z17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floo -- 11670 sw Bull mnt - B) Top chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L 2400f-2.OE :B2 4x2 HF #1&Bet.: bridging recommendations. Webs 4x2 DF-L #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Max JT VERT DEFL: LL: 0.43" DL: 0.24". See detail DEFLCAMB0813 for load applied per IBC-09 section 1607. camber recommendations. Truss must be installed as shown with top chord up. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. f 29.25" TYp• 4X12= I 2X4 III 2X4 III 2X4 III 2X411 3X7= W=3X5= 3X3= 2X4111 3X7= 2X4 III 4X12 • 1 + ' �� + �d\� B2 v* 9-0-0 4X12= 3X7= 3X7= 4X12= 3X3= W=H0312= 3X5= ° a"12 : '11 2-6-0 2-6-0 2-6-0 2-6-0 2-6-0 2-6-0 2-6-0 2-6-0 8"1 3-3-7 5-0-0 5-0-0 5-0-0 3-3-7 F21-6-14 Over 2 Supports R=1187 W=5.5" R=1187 W=2.62611 PLT TYP. 20 Gau a HS,Wave Design Crit: IBC2009/TPI-2007(STD) EO PROF g FT/RT=10%(0%)/4(0) 12.03.0,! .' 4:oOR/—/1/—/—/R/— Scale =.375"/Ft. Truss Components of Oregon (5031))357-211$ URWARNING•" READ AND FOLLOW ALL NOTES ON THIS SHEETI L, 825 N 4th Ave,Cornelius OR 97113 'IMPORTANT.. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. TC LL 40.0 PSF REF R7175— 5985 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety 19676 P �, TC DL 10.0 PSF DATE 05/28/14 practices prior to performing these functions. Installers shall provide tanporary bracing per BCSI. Unless notes,otherwise. top chard shall have properly attached structural sheathing and bottom thorn, a. BC DL 5.0 PSF Shahave a properly attached rigid ceiling. Locations og. Laons snows for permanent lateral restraint o9 webs1Ot 1 DRW CAUSR7175 141481attachedshall have bracing installed per BCSI sections 03• B7 or B10, as applicable. O '28/2014 ALPINE _ any failure Building Components ombuionthastruspiInc. (ITWence with shall not belrtgporsible for ndliany deviation from this design, OREGON BC LL 0.0 PSF CA—ENG TSB/GWH ng, snipping• installation a ftqf Details trusses. Apply plates Ro each fdra oftread and poet nd as plate aboveposit and an the Joint .9R Now.zo,�oo' TOT.LD. 55.0 PSF SEQN— 202390 Details, unless peg.otherwise. Refer to drawings 160A-2 for standard place positions. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering .t ITW BuildingComponentsGtou Inc. esporei, my solely far the d<slgn snawn. The suitability and use of this design for any structure la �L DUR.FAC. 1.00 FROM BB SacloCA9Cri p' tha raapo"slmilcy or tha Banding Designer per ANSI/TPI 1 Seca. For more Informations . This Jobs general notes page; ITN-BCG:www.lewbeg.com; TPI: www.epire0.org; NTCA: www.sbclndustry.cem; SPACING 240". IDC: www.lttaa*<.arg Renewaldeeearo0201eJREF— 1V6Q7175Z17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floe -- 11670 sw Bull mnt - 61) Top chord 4x2 DF-L #1&Bet. + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet. :B2 4x2 DF-L 2400f-2.0E: bridging recommendations. Webs 4x2 DF-L #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations0.42" DL: 0.24". See detail DEFLCAM60813 for load applied per IBC-09 section 1607. Truss must be installed as shown with top chord up. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. [29.25" lyp. J W=3X5= 1.5X4 III 4X12---F- 1.5X4 X12 1.5X4111 = 1.5X4111 3X7= 1•5X4 III 3X3= 1.5X4 III 1.5X4 III 4X12= 1 3X7= 1-6-0 � �—�F �+ �\ 1-s �, -o 62 `, 9-0-0 4X5= 4X12= W=HO308= 3X7= 4X12= 4X5= 3X7= a 11"1, 2-6-0 2-6-0 2-6-0 2-6-0 2-6-0 2-6-0 2-6-0 2-6-0 11" 1;12 3-6-6 5-0-0 5-0-0 5-0-0 3-6-6 F22-0-12 Over 2 Supports R=1213 W=5.5" R=1213 Design Crit: IBC2009/TPI-2007(STD) , O PRO PLT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 12.03.f' 'a - fiF°AY% OR/—/1/—/—/R/— Scale =.34"/Ft. _ Truss Components of Oregon (503)357-211a, ..WARNING.* READ AND FOLLOW ALL NOTES ON THIS SHEET! a�� Q N E 825 N 4th Ave,Cornelius OR 97113 IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS, (y `Lf 9 TC LL 40.0 PSF REF R7175— 5986 _ Trusses require e e In fabricating, handling, shipping, Installing and bracing. Refer<o and 19676 P -T follow the latest edition care (Building component Safety Information, by TPI and.TCA) for, ety Si, TC DL 10.0 PSF DATE 05/28/14 practices prior to performing these functions. Installers shell of Unless noted otherwise, top chord shall have 1 t structural temporary bracing per BCSI. properly attached, ud"mal sheathing and bottom oho rd 441111' BC DL 5.0 PSF shall hada a properly attached rigid cooing. Locations,Hawn for permanent lateral restraint of web, DRW CAUSR7175 14148132 shall have bracing installed per BCSI sections 83, 87 or 810, as applicable. a 0 '28/2014 IIM/Aliltkim 17W Building components Group Inc, (ITWBCG)shall not be responsible for any deviation from this design, any LL 0.0 PSF CA—ENG TSB/GWH any failure o build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation N bracing of trusses. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard place positions. A seal on this e9R'b8.2O 19d°��i TOT.LD. 55.0 PSF SEQN— 202396 drawing or cover page listing this drawing, Indicates acceptance of professional engineering O e ITW Building Components Group,Inc. � �8ib11ity solely far<he design shown. The suitability and use of this design for any structure ` W DUR.FAC. 1.00 FROM BB Sacramento,dmgComne 95828 ponsibllity of the Building Designer per ANSI/TPI 1 Sec.2. For more information see: This Job's general notespage; ITN-BCG: www.ltwbcg.com;TPI: www.cpinst.org;wrCA: www.sbclnduserY cam; SPACING 24.0" a-w.'o,•f•.org RWnewWlciMeW94W3 JREF— 1V6Q7175Z17 ice, (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floo -- 11670 sw Bull mnt - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 DF-L #2 :72 4x2 HF #1&Bet.: + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #2 bridging recommendations. Webs 4x2 DF-L #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load casetive requirestionuplift connectioMAX. (See below) from a non-wind load applied per IBC-09 section 1607. n. Truss must be installed as shown with top chord up. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. **THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN** TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN. 1- 17-7-12 3 - 5-1-8 H 129.25" Typ. 1 1 3X3111 1.5X4111 3X7- 1.5X4111 1.5X410W=3X5= 2X4111 4X8= 2X41ll 2X4 Ill 3X3= T2 3X10= W=3X5= ,i, 9-0-0 6 4X12= 17-4-4 >1< 5-8-8 JJ3-5-1Q 14-0-6-6-0 ,L 2-6-0 I_ 2-6-0 2-6-0 1-0-10 D^1z f 5-0-0 �Ic 5-0-0Fz 2-6-0 �I 2-6-0 I 5�E 2-6-12 I 2-5-4 1 3-6-10 5 5-0-12 23-0-12 Over 3 Supports >f R=865 W=5.5" R=1677 W=5.5" R=237/-2421 Note: All Plates Are 3X5 Except As Shown. Design Crit: IBC2009/TPI-2007(STD) ,eO PROFS PLT TYP. Wave FT/RT=10%(0%)/4(0) 12.03.'' SS OR/-/1/-/-/R/- Scale =.34"/Ft. _ Truss Components of Oregon (503)357-2118.1 WARNING** READ AND FDLLON ALL NDTES ON THIS SHEETI �> �Q'N6� 825 N 4th Ave,Cornelius OR 913MPORTANT*' FURNISH THIS DESIGN TD ALL CDNTRACTDRS INCLUDING INSTALLERS. le,J' 9 TC LL 40.0 PSF REF R7175- 5987 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and 19575 P follow the latest edition of BCSI (BuildingComponent SafetyInformation, by TPI end WTCA) for safety r TC DL 10.0 PSF DATE 05/28/14 practices prior to performing these functions. Installers shall ,1 Unless noted otherwise• top chord shall haveattached Provide lsheathing and i ng par BCSI. Properly sstructural sheathing and bottom chord • /� BC DL 5.0 PSF shall have a acing instal l pd rigid ceiling. LocB3, 87aor,hewn for permanent lateral restraint of webs 28/2014 1p�1 DRW CAUSR7175 14148133 shall have bracing tolled per BC51 sections B3, B]or 810, a applicable.MillW ‘IMI O 'LOGO 14 aZ1a6l'urel{p O a lhostGussPin"tonPI**CGG)withiANSI/TPIr19Porsforeh:::IT Y deviation from thle design, OREGON BC LL 0.0 PSF CA-ENG TSB/GWH brace of trusses. o ng.above and Ithe Joint a ng sa Apply plates t each face of inose and position as shown.hove and on the Joint a{� `� TOT.LD. 55.0 PSF SEQN- 202437 Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this I��1.20,VA* 4' drawing or cover page listing this drawing, Indicates acceptance of professional engineering e ITW Building Group, sponaibl my solely nor the daelgn s own. T e suitability and use of this design for any structure is 0� T DUR.FAC. 1.00 FROM BB Sacramento,dingComponents s Gr p the responslbllity of the Building Designer per ANSI/TPI 1 Sec.2. For more Information see: This Job's general notes page; I1w..BCG: www.ltwbcg.com; TPI: www.cpinst.org: PTCA: www.sbcindustry.cam; ICC: www.lcoeefe.org Renewal date 8180!4018 SPACING 24.0" J RE F- 1 VBQ7 1 7 52 1 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floo -- 11670 sw Bull mnt - C) Top chord 4x2 DF-L #2 + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #2 bridging recommendations. Webs 4x2 DF-L #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase factor load applied per IBC-09 section 1607. for dead load is 1.50. Truss must be installed as shown with top chord up. i29.25" TYp• 3X5= 1.5X4111 1 .5X4 III 1.5X4 III3X3=_ 1 .5X4 III 3X5= 1111111111411111111411111111111111111111111111144444. ----- 1-6-0 1-6_0 9-0-0 .111111. -41 3X7 3X7= 3X3 3X3= 0"1 _11" 2 1,3"6,1_ _0 3+c 2-6-0 I 2-6-0 )I‹ 2-6-0 3-2-2 5-0-0 3-2-2 11-4-4 Over 2 Supports R=624 W=5.5" R=624 Design Crit: IBC2009/TPI-2007(STD) .E'O PRO1 PLT TYP. Wave FT/RT=10%(0%)/4(0) 12.03.x:- `r < iir S'i0 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503))357-211$, "WARNIN "` READ AA FOLLOW ALL NOTES ON THIS SHEETI N F 825N4th Ave,Cornelius OR97113 IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 19575P y9 TC LL 40.0 PSF REF R7175- 5988 Trusses require extrema oars In fabr(BuildingC, handling, et Info, instalation,lly end bracing. Refer to and TC DL 10.0 PSF DATE 05/28/14 follow the latest edition or SCSI (Building Component Safety Information, by TPI and WTCA) for safety • %I practices prior to performing these functions. Installers shell provide temporary bracing per BCSI. /r/ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord . BC DL 5.0 PSF DRW CAUSR7175 14148134 a shall have a properly attached rigid ceiling. Locations for permanent lateral restraint of webs 0 '28/2014 shall have bracing installed per BCSI sections B3. B7 or B10, as applicable. - ITw Building Components Group Inc. (ITWBCG)shall not be responsible for any deviation from this design. OREGON v BC LL 0.0 PSF CA-ENG TSB/GWH any failure to build the truss in conformance with ANSI/TPI 1, or for handling, snipping, installation b bracing of trusses. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on thin 9jp�W 20 'Ise° TOT.LD. 55.0 PSF .listing this drawing, indicates acceptance professional engineering suitability use for DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828s Cirresponsiblllcy oP Che Building Designer per ANSI/TPI 1 Sec.z. sFor more Information see: This Job's general notes page; ITW.BCG:wwe.ltwbeg.com; TPU: www.tpinst.org:WTCA: www.sbolnduscry.com; RenewsWAVI 30/M15 SPACING 24.0" J RE F- 1 V6Q7 1 7 5Z 1 7 IDC: www.lccsafe.org (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floc, -- 11670 sw Bull mnt - D) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 DF-L #2 + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #2 bridging recommendations. Webs 4x2 DF-L #2 Deflection meets L/480 live and L/360 total load. Creepincrease factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live for dead load is 1.50. load applied per IBC-09 section 1607. Truss must be installed as shown with top chord up. 29.25" Typ. 3X5= 1.5X4 III 1.5X4 III 1.5X4 III 1.5X4 III 3X3= 3X5= Ili _ A - — f_l1 1 1-6-0 - 1-6-0 111011 , li , , \V �� 9-0-0 3X3= 3X7= 3X7= 3X3 o"?2..121. 2-6-0 2-6-0 q"12 J� 3-2-8 > : I 2-6-0 2-6-0 II"1Sl— L 5-0-0 3-2-8 1` 11-5-0 Over 2 Supports R=628 R=628 Design Crit: 1BC2009/TPI-2007(STD) .0)PROFF PLT TYP. Wave FT/RT=10%(0%)/4(0) 12.03.E:_ . '4 OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-11l8, WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET/ N 6 t.. Q 825 N 4th Ave,Cornelius OR 97113 IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 0Z TC LL 40.0 PSF REF R7175— 5989 Trusses require extreme cane in fabricating, handling, 19575P 7 nl s shallg,provide mp ran bracing. Rehr to end '- / �, TC DL 10.0 PSF DATE 05/28/14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety , practices prior to performing these functions. Installers shall provitle temporary braving per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord BC DL shall have a properly attached rigid ceiling. Locationsshownfor permanent lateral restraint of webs 5.0 PSF DRW CAUSR7175 1414813 -- 0.0 414813 anon have bracing uncalled per SCSI sections 83, BT r 610, as applicable. O X28/2014 _ A ITW Bu nm coaippnenca Group Inc. (ITWBCG) shall not be roaponslDle for any deviation Prom cros aeaion, OREGON BC LL 0.0 PSF CA-ENG TSB/GWH any failure to build the truss In conformer�ce with ANSI/TPI 1, or Por handling, shiping, installation b J Orating of trusses. Apply plates to each face of truss and position as shown above and on the Joint TOT.LD.LD. 55.0 PSF Details, unless noted otherwise. Refer to drawl p positions. A seal on this 9 X11,2o•19� SEQN— 20244 1 drawl r cove drawings 160A-2 for standard lata �O *�G`� drawing o r page listing this drawing, Indicates acceptance of professional engineering � � l/ ITW BuildingComponents Group, eau°"''°"icy'p'a'y for the design shown. The suitability and use of this design for any structure is DUR.FAC. 1.00 FROM BB Sacramento,Com CA 9s Gr P ice responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more formation see: This Job's PI general notes page, ITW-BCG:wma.ltwbeg.com; T : www.tpinst.org; WTCA: www.sbainduscry.com; ICC: www.,«aafe.prg Renewal date 8190/!013 SPACING 24.0" J REF- 1 V6Q7 1 7 5Z 1 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floo -- 11670 sw Bull mnt - E) Top chord 4x2 DF-L #2 + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #2 bridging recommendations. Webs 4x2 DF-L #2 Deflection meets L/480 live and L/360 total load. Creepincrease factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live for dead load is 1.50. load applied per IBC-09 section 1607. Truss must be installed as shown with top chord up. f29.25" TYp• 1 1.5X4 III 3X5= 1 .5X4 III 1.5X4 III 3X3= 3X5= 1.5X4111 1101 _ gle 1-6-0 + — 1-6-0 9-0-0 / 3X7= 3X7 3X5= 3X5 . 1-6-11 -I_ 2-6-0 2-6-0 I 2-6-0 2-6-0 I_ 1-6-11 04"1'2 4-1-7 5-0-0 4-1-7 13-2-14 Over 2 Supports R=728 W=5.5" R=728 W=2.625" Design Crit: IBC2009/TPI-2007(STD) ,EO PROF PLT TYP. Wave FT/RT=10%(0%)/4(0) 12.03.x: .k `,,,, OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-'118� *"WA **RNINGREAD AND FOLLOW ALL NOTES ON THIS SNEETI OZ. a—i t- Q 825 N 4th Ave,Cornelius OR 97113 IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. V TC LL 40.0 PSF REF R7175— 5990 Trusses require o e la fabricating, 19575 P handling, shipping, Installing and bracing. Refer to and r follow thelatest edition care (Building Component Safety Information, by TPI and WTCA) for safety �1 TC DL 10.0 PSF DATE 05/28/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. iiiUnless noted otherwise, tap chord shall have properly attached structural sheathing and bottom chord BC DL shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 5.0 PSF DRW CAUSR7175 14148136 n shall have bracing Installed per BCS' sections B3, BT or B10, es applicable. 0 28/2014 IMIErAkIMI ITW Building Components Group Inc. ('TNBCG)shell not be responsible for any deviation from this design, OREGON BC LL 0.0 PSF CA—ENG TSB/GWH any failure o build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Installation b J bracing of trusses. Apply plates to each face of truss and position as show„above and on theJointTOT.LD.LD. 55.0 PSF Details, unless noted otherwise. Refer to drawings 160A_:for standard plate positions. A seal on thin 91QO^•zo.1e N(�,i SEQN— 202443 drawing or cover page listing this drawing, Indicates acceptance or professional engineering ITW Building Group,Inc. eahseponsibility solely far the design shown. The suitability and use of this design for any structure is DUR.FAC. 1 .00 FROM BB Sacramento,dingComponents CA 9s 828 esponsibllity of the Building Designer per ANSI/TPI 1 Sec.2. Form a Informations . tThis Job's general rotes page; ITW-BCG:www.itwbcg.com; TPI:www,tpinst.org;WTCA: www.sbcindustry.com; ICC:www.icasafe.org Renewaldete6l90@D13 SPACING 24.0" JREF— 1V6Q7175Z17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floe -- 11670 sw Bull mnt - D1) Top chord 4x2 DF-L #2 + 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and Bot chord 4x2 DF-L #2 bridging recommendations. Webs 4x2 DF-L #2 BDeflection meets L/480 live and L/360 total load. Creep increase factor loadom applied percked IBC-09rse0ct0onpsf 1607on-concurrent bottom chord live for dead load is 1.50. Truss must be installed as shown with top chord up. 29.25" Typ. 3X5= 1 .5X4 III 1 .5X4 III 1.5X4 III 3X3= 1 .5X4 III 3X5= / ,„„ - — _ h ..„.. ,„,....„ 1-6-0 . \ , iTi 1111‘ IF b 3X7= 3X7= 3X3= 3X3= 0"1 '10„13 2-6-0 2-6-0 2-6-0 2-6-0 110"113"12 3-5-9 5-0-0 3-5-9 I' 11-11-2 Over 2 Supports R=656 W=2.625" R=656 Design Crit: IBC2009/TPI-2007(STD) a PRS PLT TYP. Wave FT/RT=10%(0%)/4(0) 12.03.'' .+ - 'fi'SS OR/–/1/–/–/R/– Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ..WARNING.* READ AND FOLLOW ALL NOTES ON THIS SHEETI 31N TC LL 40.0 PSF 825 N 4t Ave,Cornelius OR 9'7113 *IMPORTANT** FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 0� e. OA REF R7175– 5991 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and 19575 P Y follow the le=es=edition BC61 (Building Component Safety Information, by TPI and WTCA) far safety it TC DL 1 0.0 PSF DATE 05/28/1 4 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord r BC DL 5.0 PSF DRW CAUSR7175 14148137 shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs �- % shall have bracing installed per BCSI sections 83, B7 or 810, a>applicable. Q 1O/2014 Tw Building Components Group Inc. <ITWBCG,shall not he responsible for any deviation from design, O BC LL 0.0 PSF CA–ENG TSB/GWH any failure to build the truss in conformance with ANSI?PI 1, or for handling, shipping, installation A OREGON bracing of trusses. Apply plates to each fate of truss and position as shown above and on the Joint id, �J TOT.LD. 55.0 PSF SEAN– 202445 Details, unless ro=ad otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this '141.20.044 drawing lir cover page listing this drawing, indicates acceptance of professional engineering ON DUR.FAC. 1.00 FROM BB ITW Budding ComponentsGrou,Inc. esponsibility solely for the design shown. The suitability and use o this design for any structure is D W. Sacramento,Components A is Gr p the responsibility of the Building Designer per ANSI/TPI 1 Seo.2, sFor fmore information see: =This Job's general notes page: ITB-BOG: www.itwbog.com:TPI: wew,tpinst.org:MICA: www.>bcindustry.00m; SPACING 24.0” ICC:www'icnaafe.o,-g RenewsldibBI30/2015 JREF– 1V6Q7175Z17 (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floc) -- 11670 sw Bull mnt - El) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 DF-L #2 See detail STRBRIBRO211 for bracing and bridging recommendations. Bot chord 4x2 DF-L #2 Webs 4x2 DF-L #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase factor load applied per IBC-09 section 1607. for dead load is 1.50. Truss must be installed as shown with top chord up. 29.188" lyp. 3X5= 1.5X4 III 3X3= 1.5X4 III 3X5--7- 1 _ / / 1-6-0 % 1-6-0 3X7= 3X7= a 1.5X4 111 1.5X4 111 2-7-7 2-6-0 0 2 2-6-11 2-6-0 2-7-76- f, 5-0-0 2-6-11 �2 10-2-14 Over 2 Supports R=563 W=5.5" R=563 W=2.625" Design Crit: IBC2009/TPI-2007(STD) , PRS PLT TYP. Wave F FT/RT=10%(0%)/4(0) 12.03.E .0 FSs, OR/-/1/-/-/R/- Scale =.7511/Ft. _ Truss Components of Oregon (50'3 357-.1,118 °[WARNING'" READ AND FOLLOW ALL NOTES ON THIS SHEETI 825 N 4th Ave,Comelius OR 9713 IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS, ry‹ ��,��4 O� TC LL 40.0 PSF REF R7175- 5992 Trusses require extreme care In fabricating, handling, ,hipping, Installing and bracing. Refer to and V 1867b P follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCng far safety r TC DL 10.0 PSF DATE 05/28/1 4 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI, ' t Unless noted otherwise, top chord Shall have properly attached structural sheathing and bottom chard 5.0 PSF shall have a properly attached rigid Gelling. Locations shown for permanent lateral restraint of webs /' < BC DL DRW CAUSR7175 14148138 shell have bracing Installed per SCSI sections B3, BT or 810, as applicable. O '282014 — ITW Building Components Group Inc. (ITWBDG)shall nct ba rasponSlble for any d.ylatlan from t„„d.,lgn. BC LL O.O PSF CA-ENG TSB/GWH any rallura o bulla che[rasa In conrprma2!witM1 ANSI/TPI 1, or nor h:ZIT g, shipping. Inatalletlon N OREGON bracing of trusses. Apply plates to each Tape of t and position as,haws ebave and an the Joint TOT.LD. 5$.0 PSF Details, unless noted otherwise. Refer to drawings 160A-2 nor standard plate position,. A seal on this 9 �A.20,490.4:. SEQN— 202450 drawing or cover page listing this drawing, Indicates acceptance of professional engineering RO ITW Building Components Group, responslbllib solely far 27,:',7„.'9"...'",...; he design ehown. Tha aultablllty aM use of this design Por 7,.."'":"—h,:","..!: ny strucWre Is L • DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 p Ghe reaponsibllity oP the Builtli g Designer per ANSI/TPI 1 See.2. For mora Informelion sea: TM1Ia Job'a general notes page: ITW-BCG: www.Itwbcg.com; TPI: www.epinat.org; WTCA: www.abcl heuxtry.edn; SPACING 24.0”"`www.i"a°`°. ergReDmvelded&aDQ015 JREF- 1V6Q7175Z17 I (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floo -- 11670 sw Buil mnt - F) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 DF-L #2 + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #2 bridging recommendations. Webs 4x2 DF-L #2 Deflection meets L/480 live and L/360 total load. Creep increase factor Bottom applied checked for 10.00 psf non-concurrent bottom chord live rdfor dead load is 1.50. pphper IBC-09 section 1607. Truss must be installed as shown with top chord up. i29.25" TYP• J 1 .5X4III 4X5 1.5X4III 1.5X4111 4X5= 1.5X41II 3X3= 1-6-0 / - 1-6-0 1111111 _ 4. 9-0-0 3X7 3X7= 3X5= 3X5= 0'12 2-3-9 4-10-5 2-6-0 "I" 2-6-0 2 5-0-0 -6-0 2-6-0 I_ 4-10-5 2-3-9 14-8-10 Over 2 Supports R=810 W=5.5" R=810 W=2.625" Design Crit: IBC2009/TPI-2007(STD) s PRS PLT TYP. Wave FT/RT=1096(096)/4(0) 12.03.,/ ,: 'FFS(9 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118, "WARNING ' READ AID FDLLOP ALL NOTES ON THIS VEA TI �,N / 825 N 4th Ave,Cornelius OR 97113 IAPoRTANT'• FURNISH THIS DESIGN TD ALL CONTRACTORS INCLUDING INSTALLERS. /� �� DI TC LL 40.0 PSF REF R7175- 5993 _ Trusses require extreme tare in fabricating, handling, shipping. Installing and bracing. Refer to and 1:/ 1M576 P y9 TC DL 10.0 PSF DATE 05/28/14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and MTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI, r %1 Unless noted otherwise, cop chard shall have properly attached structural sheathing and bottom chord ,hall have a Properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /tomp : BC DL 5.0 PSF DRW CAUSR7175 14148139 shall have bracing Installed per SCSI sections B3, 87 or 810, a,applicable. O '20I2OI4 - TM&tlldl�cog cuts Graup I k. TwBCG),mall not ha r.,Pen,,:: ran am devlatl:n from this design. BC LL 0.0 PSF CA-ENG TSB/GWH any fall„r°<:bull:tha truss In tpnforwaroe with ANSI/TPI 1 pr far h=17Z, shiPping, Installa<lan M OREGON bracing of trusses. Apply plates to each face of cru„and position as,haven awe and:n the Joint v TOT.LD. 55.0 PSF SEQN- 202454 Details. unless rote:otherwise. Rarer<o drawings 160A-z nor standard plate positions. A seal on this 9� 11 2C 1Y �; drawing or cover page listing this drawing, Indicate:acceptance of professional engineering ITW Building Components Group, °°'°^ °I my,elely for the design shown. The suitability and use of this design for any structure is OL DUR.FAC. 1.00 FROM BB Sacramento,ComposeA 9s Gr P the responslblllty of Che Building Designer per ANSI/TPI 1 Sec.2. sFor more Information see: This Job's general rotes page; ITN-BCG: www.lewb0g.nom; TPI: www.tpinst.org; MTCA: www.sbcirdustry.com; 0" SPACING 24.""efe.erg RBRBwaIdMMBIBOILD'It{ JREF- 1V6Q7175Z17 ICG:www. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floo -- 11670 sw Bull mnt - I) Top chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L 2400f-2.OE :B2 4x2 DF-L #1&Bet.: bridging recommendations. Webs 4x2 DF-L #2 (**) 2 plate(s) require special positioning. Refer to scaled plate Max JT VERT DEFL: LL: 0.41" DL: 0.23". See detail DEFLCAMB0813 for plot details for special positioning requirements. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase factor load applied per IBC-09 section 1607. for dead load is 1.50. Truss must be installed as shown with top chord up. f 29.25" Typ. 1 4X12(**) = W=3X5 2X4111 2X4 III 2X4111 3X7 - 2X4111 3X3= 2X4 i11 3X7--- 2X4 III 4X12(**) 1-6-0 / ' T44:X: ' ,,,, 1.11 ..... . ' - - MEM= 4 / Il 1-6-0 62 W., 9-0-0 4X12 3X7= W=H0308= 4X12 3X3 3X7= 3X3--- 0"16215 X3=D"6215 6".512 1e. ..1._ 3-1-11 .I_ 3 1- 1 , 2-6-0 L 2-6-0 5-0-0 2-6-0 "'IE 2-6-0 5 0_0 2-6-0 SIE 2-6-0 5-0-0 � 23 011 _I_ 'I` 21-3-6 Over 2 Supports R=1170 W=2.62511 R=1170 W=5.5" Design Crit: IBC2009/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave T/RT 15 0%(0%)/4(0) 12.03.''.% - Fs�� OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ',WARNING*" eaWARNING*" READ AIA FOLLOW ALL NOTESFURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.SHEETI 40 GINE O TC LL 40.0 PSF REF R7175- 5994 825 N 4th Ave,Cornelius OR 97113 C1 a F• Z _ Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to end 18875P 9 TC DL 10.0 PSF DATE 05/28/14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior to performing these functions. Installers shell provide temporary bracing per SCSI. Il AO' Unless noted otherwise. top chord shell have properly attached structural aheathllg and bottom chord ./�� BC DL 5.0 PSF DRW CAUSR7175 1a1a61 ao shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 4` // shell have bracing Installed per BCSI sections 83, BT or B10, as applicable, 0',20/2014 - lk1 ITW Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation from this design. O BC LL 0.0 PSF CA-ENG TSB/GWH any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation b OREGON bracing of trusses. Apply plates to each face of truss and position as shown above and on the.holm: .I► TOT.LD. 55.0 PSF SEQN- 202468 Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this wo 0� �t drawing or cover page listing this drawing, indicates acceptance of professional engineering 9,QOC ,Ol, ��' DUR.FAC. 1.00 FROM BB ITW Building Components Group, esponsibility solely for the design shown. The suitability end use of this design for any structure is g p the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more Information see: This Job's • Sacramento,CA 95828 general nodes page; ITW-BCG:ewe.lewbcg.coml TPI: www.tpinst.org;WTCA: wee.sbclndustry.com; ICC: www.iccsafe.org Renewaldne81W0f2016 SPACING 24.0" JREF- 1V6117175217 (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floe -- 11670 sw Bull mnt - J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 DF-L #2 + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #2 bridging recommendations. Webs 4x2 DF-L #2 ax JT VET DEFL: L: Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations0.34" DL: 0.19". See detail DEFLCAM60813 for load applied per IBC-09 section 1607. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 129.25" Typ. .. 29.25" W=3X5 4X8= 1.5X4111 3X7= 1 .5X4 III 3X3= 1.5X4111 3X7= 1 .5X4111 4X8= i 1 9-0-0 6 \•l 4X12= 3X7- W=H0308= 4X12= 2X4 III 2X4 III 3X7 2-7-6 2-8-2 >I< 2-6-0 5-0-0 2-6-0 � 5-0-0 JI< 2-6-0 2-6-0 2-6-0 _I_ 2-6-0 2-8-2 5-0-0 �I� 2-8-2 �1 20-4-4 Over 2 Supports R=1119 W=5.5" R=1119 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 12.03.'' 'c � • Fs+ OR/-/1/-/-/R/- Scale =.375"/Ft. _ Truss Components of Oregon (50.1 357--211$* **WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! 5 �N %Qj 825 N 4th Ave,Comelius OR 97113 IMPORTANT " FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. h� N� �� Ow TC LL 40.0 PSF REF R7175- 5995 Trusss require extreme care in fabricating. handling, shipping, installing and bracing. Refer to and V 10575 P Y� follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety TC DL 10.0 PSF DATE 05/28/14 practices prior to performing chase functions. Installers stall provide temporary bracing per SCSI. I' 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 Oat % BC DL 5.0 PSF DRW CAUSR7175 14148141 shall have bracing install.per BCS! sections B3, B] r 810, as applicable. imr ALPINE _ ITw Building Components Group Inc. (ITWBCG)shall not be responsible for any deviation from this design, 0'28)2014 BC LL 0.0 PSF CA-ENG TSB/GWH any failure to build the truss in conformance with ANSI/TPI 1, or far handling, shipping, Installation N OREGON bracing of trusses. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings'GOA-Z for standard plata positions. A seal on this .� Vee 20 19,� "/ TOT.LD. 55.0 PSF SEQN- 202474 ��1 drawing or cover page listing this drawing, indicates acceptance of professional engineering G ITW Building Components Group,Inc. responsibility solely far the design shown. The suitability and use of this design for any structure is �v DUR.FAC. 1.00 FROM BB Sacramento,din CA 9s the responsibility or the Building Designer per ANSI/TPI 1 Sec,2. For more Information see: This Job's O� general notes page: ITR-BCC: www.ltwbcg.com; TPI: www.tpinst.org; NTCA: www.sbcindustry,com: 'GG:www.i«aafe.arg R«1.WBIdate W(Bazo,B SPACING 24.0" JREF- 1V6Q7175217 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floo -- 11670 sw Bu I mnt - K) Top chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 HF #1&Bet. bridging recommendations. Webs 4x2 DF-L #2 Deflection meets L/480 live and L/360 total load. Creep increase factor Bottom c!oerchecked for 10.00 psf non-concurrent bottom chord live for dead load is 1.50. pp dd per IBC-09 section 1607. Truss must be installed as shown with top chord up. 1_ 29.25" TYp• H 2X4111 3X10= 2X4111 3X3= 3X3= 2X4111 3X10= 2X4 III J — n \ 1-6-0 J 3X10= 3X3= 3X10= 3X7= 3X7 0"12 12 2-6-0 2-6-0 2-6-0 i 2-6-0 2-6-12 ...... 2-6-0 2-6-0 o"1z 5-0-12 5-0-0 2-6-12 5-0-12 I17-8-4 Over 2 Supports R=973 W=5.5" R=973 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=1096(096)/4(0) 12.03.' • ' F (� �(� OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Com nentsofoiegon (50.1)3$7-11 I$ URWARNING"• READ ANO FOLLOW ALL NOTES ON THIS SHEETI �y SwT� 825 N 4th Ave,Cornelius OR 97113 'IMPORTANT". FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. hfv OG 1 Nett Qy TC LL 40.0 PSF REF R7175- 5996 Trusses require extreme care in fabricating, handling. shipping, Installing and bracing. Refer to ane V 18676 P follow the latest edition of BCS! (Building Component Safety Informationby TPI and WTCA) for safety TC DL 10.0 PSF DATE 05/28/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. I. , Air Unless noted otherwise. tap chord shall have properly attached structural sheathing and bottom chordBC DL 5.0 0 PSF shall have a properly attached rigid Gelling. Locations shown for permanent lateral restraint of webs I- % DRW CAUSR7175 14148142 shall have bracing installed per BCSI sections 83, BT or 810, as applicable. - ITV Building Components Group Inc. (lTYBCG) shall not be responsible for any deviation from this design. 0 28/2014 BC LL 0.0 PSF CA-ENG TSB/GWH any failure co build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation 6 OREGON bracing of trusses. Apply plates to each face of truss and position as shown above and on the Joint TOT.LD. 55.0 PSF SEQN- 202492 7Retells, unless meted othanwlse. Refer to drawings 160A-Z for standard plata positions. A seal on thisIII QOn,9� ' drawing or cover pegs listing this drawing, indicates acceptance of professional engineering O ITW Building Components Group,Inc. �ehseponslbili cy solely far tie design shaven. The suitability antl use of this design far::::'t-717:76!: ny s rucCura Is / V s N� DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 eapona blllty of tha Building Designer per ANSI TPI , Sec.2. Far mor. informetlon see: tThla Jab s Ins general notes page; ITN-BCG: www.ltwbcg.cam, TP1: waw.tpinst.org;WTCA: mmx.sbcindustry.Gom: 1",www.iccsafe.erg Renewal date BrBazols SPACING 24.0" JREF- 1V6Q7175Z17 (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floo -- 11670 sw Bull mnt - L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 DF-L #2 + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #2 bridging recommendations. Webs 4x2 DF-L #2 ax JT VET DEFL: L: Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations0.34" DL: 0.19". See detail DEFLCAM60813 for load applied per IBC-09 section 1607. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. f 29.25" Typ. J W=3X5 4X8= 1 .5X4111 3X7= 1 .5X4 III 3X3= 1.5X4111 3X7 1.5X4 III 4X8 1-6-0 - �� _ „ 9-0-0 1 2X4 III 4X12= 3X7= 3X7= 4X12 77,1I W=H0308= 2X4 III 0"12 2-8-2 '` 2-6-0 _I— 2-6-0 2-6-0 _I_ 2-6-0 > < 2-6-0 I. 2-6-0 y 2-8-2 5-0-0 5-0-0 5-0-0 2-8-2 I<20-4-4 Over 2 Supports R=1119 R=1119 W=5.5" Design Crit: IBC2009/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 12.133A.-"—Wm �' S� OR/—/1/—/—/R/— Scale =.375"/Ft._ Tr 825N4uss ponentsofOregon (501)357-211 " URWARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! h`g �GINE� 'o TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 IMPORTANT"' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 1i/ REF R7175— 5997 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and 19375 P4. follow the latest edition of BCSI (Building Component Safety Information, by TPI and MTCA)far safety TC DL 10.0 PSF DATE 05/28/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. �, Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chard BC DL 5.0 PSF shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint or webs DRW CAUSR7175 14148143 shall have bracing Installed per BCSI sections 63, BT or B10, as applicable. �- '� — ITN Building components croup Inc. (ITWBCG) shall not be responsible for any deviation from this design, 0 28//2014 BC LL 0.0 PSF CA—ENG TSB/GWH any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, installation 8 OREGON bracing of trusses. Apply plates to each face of tress and position as shown above and on the Joint TOT.LD. 55.0 PSF SEQN— 202498 kil. Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering TA fin.20,194' G ITW Building Components Group,Inc, responsibility solely It the design shown, pThe suitability and se of this design fur any structure is pL i W.01' DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 p the responsibility of the Bul ming Designer ANSIRPI 1 Sec.2,u Form a Informauon see: This Jabs general notes page; ITN-BCG:www.11wbcg.com: TPI: www.epinse.org;WTCA: www.sbclndusery.cdn; SPACING 24.0" J REF— 1 V6Q7 1 7521 7 ICC:www.lccsare.org ammaN aft&MMM S THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Floc) -- 11670 sw Bull mnt - L1) Top chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 HF #1&Bet. bridging recommendations. Webs 4x2 DF-L #2 ax JT VET DEFL: L: Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations0.31" DL: 0.18". See detail DEFLCAM60813 for load applied per IBC-09 section 1607. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. f 29.25" TYP. 1 4X5= 2X4 III 3X7= 2X4 III 3X3= 2X4 III 3X7= 2X4 III 4X5= 1-6-0 + 44444444%%,14444444t „,,„ 1-6II-0 4X12--- _ 9-0-0 b 3X7= 3X7= 4X12 1.5X4 111 1.5X4 III 2-1-9 2-6-0 _I_ 2-6-0 2-6-0 _I, 2-6-0 2-6-0 _I_ 2-6-0 2-1-9 oT2 2-0-13 5-0-0 5-0-0 5-0-0 2-0-13 �Z Ir 19-3-2 Over 2 Supports e>jj R=1059 W=2.625" R=1059 W=5.5" Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 12.03.,' 'A'-Wa .' FS OR/—/1/—/—/R/— Scale =.375"/Ft. Tmss Components of Oregon (503)357-2118" ""WARNING"" READ AID FOLLOW'ALL NOTES ON THIS SHEET! "� �w Mie 825 N 4th Ave,Gemellus OR 97113 IMPORTANT"" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. tai 1 M C p TC LL 40.0 PSF REF R7175— 5998 Trusses require extreme care in fabricating. Mnallng, shipping, Installing a.bracing. Refer to and ?8575 P F� Z DATE .ellsw the later edition of BGS! (Building Canponata Safety Information, by TPI and NTCA) far safety r TC DL 1 0.0 PSF 05/28/1 4 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. tr. Milititk Unless noted otherwise, topchord shall have properly attached structural sheathing and bottom chord BC DL 5.0 PSF shall have a properly attached rigid ceiling, Locationsshownfor permanent lateral restraint or webs .- /- , DRW CAUSR7175 14148144 Shall have brach installed per SCSI sections B3. BT or B10, as applicable. IMII TW&tl Idl g Gamlananta Group Inc. aTWBGw sB3 I et be responsible for any deviation from this deign. 0 28/2014 BC LL 0.0 PSF CA—ENG TSB/GWH any failure<a build the truss in egnferman<e with ANSIRPI 1, or for handling, shipping, Installation a, OREGON Orating of trusses. Apply plate=to each fate of truss and position as shown,boas and an the Jeint v TOT.LD. 55.0 PSF SEQN— 202504 Details, unless rated otherwise. Refer to drawings 1GOA-Z for standard plate positions. A seal on this a� drawing or cover page listing this drawing, indicates acceptance of professional engineering 7 'tin.so �Y ITW Buildin Com onentsOrou,Inc, respons,biIicy solely far the design shown, The suitability a^d"se of thio de=ign far:::,-;=;:b!: "TOC. w.01' DUR.FAC. 1 .00 FROM BB Build* P p the raaponaibllity of<he Building Designer per ANSI/TPI 1 Sea,2, For moa Information Sacramento,CA 95828 ICC: notes pegs; I1 BCG: www.lewbeg.com; TPI: www.epire<.org: NTCA: www.sbtlndustry.com; iCC: www.lataafe.ar9 RAflwarardata e,3o,2o11 SPACING 24.0" JREF— 1V6Q7175Z17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Flom -- 11670 sw Bull mnt - L2) Top chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 HF #1&Bet, bridging recommendations. Webs 4x2 DF-L #2 Max JT VERT DEFL: LL: 0.30" DL: 0.17". See detail DEFLCAMB0813 for Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations. load applied per IBC-09 section 1607. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. f 29.25" TYp. -I 4X5 2X4 III 3X7= 2X4 III 3X3 2X4111 3X7= 2X4 III 4X5 1-6-0 + // + y ` 1 Rgt 9-0-0 y 4X12= 3X7= 3X7= 4X12-=- 1.5X4 X121.5X4 III 1.5X4 III 2-0-4 , 2-6-0 I_ 2-6-0 2-6-0 I_ 2-6-0 2-6-0 _I, 2-6-0 ,< 2-0-4 02 1-11-8 5-0-0 5-0-0 5-0-0 1-11-8 p'j2 19-0-8 Over 2 Supports >1 R=1047 W=5.5" R=1047 W=5.5" Design Crit: IBC2009/TPI-2007(STD) O PR PLT TYP. Wave FT/RT=10%(0%)/4(0) 12.03.0 5 �FFS11S OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-211?„ `ZSNNING•` READ AND FOLLDw ALL NOTES ON THIS SHEET! C9 v0 INE OZ TC LL 40.0 PSF REF R7175- 5999 825 N 4th Ave,Cornelius OR 97113 IMPORTANT.. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and 1 9575 P '9 TC DL 10.0 PSF DATE 05/28/1 4 follow the latest edition of BCSI (Building Component Safety Information. by TPI and WCA) for safety r practices prior to performing these functions. Installers shell provide temporary bracing per BCSI. T Unless noted otherwise, top tam(hard 4.�''.....‘14.110 - '� tBC DL 5.0 PSF DRW CAUSR7175 14148145 shall have a properly attached shall have properly attached structural sheathing and ba d rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections E13, BT or B10, as applicable. 0 '28/2014 MIWAlk7 ITN Building components Group Inc. (!TWBCG)shall net be responsible far any deviation from this design. OREGON BC LL 0.0 PSF CA-ENG TSB/GWH any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping. installation b bracing of trusses. Apply plates to each face of trona and position as shown above end on the Joint TOT.LD. 55.0 PSF SEQN- 202509 Details. unless noted otherwise. Refer to drawings 160A-z for standard plate positions. A seal on this 1 "Ito.40.JO. drawing or cover page listing this drawing. Indicates acceptance of professional engineering ITW Building Components Group,Inc. p;'°"'ty solely for the design shown. The suitability and use of this design for any structure Is OL i a N� DUR.FAC. 1.00 FROM BB Sacramento,Com neCA 95828 ponsibil ity of the Building Designer per ANSI/TPI 1 Seo.z. For more information see: This Job's general notes page: 111.-BCG: www.itwbog.eom: TPI:www.tpinst.org:WTCA: www.sbeinduscry,<om: '°°'www.'«safe.nrg Rommel date 8/80/2016 SPACING 24.0" JREF- 1V6Q7175Z17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Flom -- 11670 sw Bull mnt - M) Top chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 HF #1&Bet. bridging recommendations. Webs 4x2 DF-L #2 1 .00 Deflection meets L/480 live and L/360 total load. Creep increase factor load applied percked IBC-09rsectionpsf 1607on-concurrent bottom chord live for dead load is 1.50. Truss must be installed as shown with top chord up. F. 29.25" Typ. 2X4111 3X7= 2X4111 3X3= 2X4 III 3X5= 2X4 III 4X5= 1-fi _ 7i , V - N 9-0-0 V 3X10= 3X5= 4X8 --- 3X5 - 1.5X4 111 X8=3X51.5X4111 0"12 1-11-0 4-5-12 2-6-0 >I< 2-6-0 I 2-6-0 2-6-0 5-0-0 �I� 5-0-0 2-6-0 >I, 2-0-4 1-11-8 0� 2 16-6-0 Over 2 Supports R=908 W=5.5" R=908 W=5.5" Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 12.03.05:371:::!,91,;!,_ OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-211?* ...WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 9713 IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS, REF R7175- 6000 Trusses require extreme care In fabricating. handling, shipping, installing and bracing. Refer to and 10676P 9 follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety . TC DL 10.0 PSF DATE 05/28/1 4 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI, iI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord f — shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs , �1p�t '. BC DL 5.0 PSF DRW CAUSR7175 14148146 shall have bracing Installed per BCSI sections B3, 87 or 810, as applicable. O '28 2014 Wilk. ITW Building Components Group Inc. (ITNWGG)shall not be responsible for any deviation from this deign. OREGON BC LL 0.0 PSF CA-ENG TSB/GWH any failure to bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping. Installation 8 _ bracing of trusses. Apply plates to each face of truss and position as shown above and on the Joint t'i r TOT.LD.LD. 55.0 PSF SE Details. unless noted otherwise. Refer to drawings 16OA_2 for standard plate positions. A seal on this 9L� h.20,094 629- drawing QN- 202540 A].. or cover page listing this drawing. Indicates acceptance of professional engineering 'T 1TW Building Components Inc. ` pomiblIIty solely for the design shown. The suitability and use of this design for any structure is -r0/01 r DUR.FAC. 1.00 FROM BB Sacramento,CA 95828s Group, responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see: This Job's general notes page: ITW-BCG:www.itwbcg.com: TPI: www.tpinet.org: WTCA: wwe.sbcindustry.com: ICC: www.i°taafe.org Renewaldet.WW12O16 SPACING 24.0" J REF- 1 V6Q7 1 7 5Z 1 7 (0514170--PARR LUMBER-HILLSBORO -RidgeCrest Annenberg Flom -- 11670 sw Bull mnt - G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 DF-L #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Bot chord 4x2 DF-L #2 load applied per IBC-09 section 1607. Webs 4x2 DF-L #2 Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 29.25" Typ. 1.5X4 III 3X3= 1.5X4 III 3X5= r 1-6-0 1-6-0 �� 71 / " 7-6-0 3X3= 3X5= 1.5X4 III 0"12 2-6-0 5-0-12 2-6-0 '.I.c 2-5-12 2 7-6-8 Over 2 Supports R=415 R=415 Design Crit: IBC2009/TPI-2007(STD) O PROF PLT TYP. Wave FT/RT=10%(0%)/4(0) 12.03. i FSI OR/—/1/—/—/R/— Scale =1"/Ft. Truss Components of Oregon (503357-111$, ""WARNING"" READ ANO FOLLOW ALL NOTES ON THIS SHEET! OG%NFA OA TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. ,..1. n REF R7175— 6001 Trusses require extreme care in fabricating, handling, shipping• installing and bracing. Refer to and 19575 P _r Y follow the latest edition of BCSI (Building Component Safety Infuriation. by TPI and*TCA) for safety • TC DL 10.0 PSF DATE 05/28/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCS1. �, Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I irg. Locations shown far permanent lateral restraint of webs 40 : BC DL 5.0 PSF DRW CAUSR7175 14148147 shall have bracing installed per BCSI sections 63• BT or B10, as applicable. O '28/2014 - ITW Building Components Group Inc. (ITWBCG)shall not be responsible far any deviation from this design. BC LL 0.0 PSF CA-ENG TSB/GWH any failure to build the truss in conformance with ANSI/TR' 1. or for handling, shipping. installation* OREGON bracing of trusses. Apply plates to each face of truss and position as show„above and on the Joint 4142.110,i99° /h, TOT.LD. 55.0 PSF SEQN— 202555 Details. unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. A seal on this 9� O/2.1101 i9� drawing or cover page listing this drawing. indicates acceptance of professional engineering ITW BuildingComponents Group, responaibillty solely for the design ehawn. The ZItabIHity and ps. thl,design fan any atrpctnre is 0� OUR.FAC. 1.00 FROM BB Sacramento,CA 95828 p gen ral notlsillge of the Building Designer pTP ANww..t 1 t.s,g. For mere Inforxiustry see; This JoD s general notes page; IIA-BCG:www.liwbcg.com: TPI: www.tpi rot.org;NTCA: mew.sbelndus[ry.caa: ICC: www.l"a'f`,'rg RanawaldahBMa01201H SPACING 24.0" JREF— 1V6Q7175Z17 1 A. a STRIJNGBACK BRIDGING RECEMMENDATIGNS ►All scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK BRIDGING TOGETHER "stress graded lumber" ►All strongback bridging and bracing shall be a minimum 2x6 "stress graded lumber." I�11111i/� 0.-The purpose of strongback bridging is to -0' ATTACH SCAB WITH lad BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (B128'x3,0°) NAILS IN 2 ROWS AT resultingin an overall increase in the SCAB 6' O.C. NOTE. IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bail in positioned as shown in FOR AT LEAST ONE TRUSS SPACING g bridging, STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0" o.c. (max) NOTES Details 1 and 2 are the preferred attachment methods The terms "bridging" and "bracing" are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. "Bracing" is an WEB w/ (3) Tod COMMON O 1.!:: important structural requirement of any floor (0148'x3') NAILS OR (4) 10d BOX/GUN or roof system. Refer to the Truss Design i.28'x3�0') NAILS j /�I' Drawing (TDD) for the bracing requirements for )Ar- distribution 10°111: each individual truss component, "Bridging," particularly "strongback bridging" is a recommendation for a truss system to help control vibration. In addition to aidin in h� g t o of pint loads between ad 'a nt �� ` P O ce truss, strongback bridging serves to reduce STRONGBACK BRIDGING 'bounce" or residual vibration resulting from I ...4.04, • SPACING REDUIREMENTS moving point loads, such as footsteps. 1111111 Up to 10'None required 10'to 20'!row lot center of span) The performance of all floor systems are (2) 10d COMMON (0,148'x3.)') OR 20'to 30'2 rows(1 at each 1/3 points) enhanced by the installation of strongback BOX/GUN (0.128"x30') NAILS AT 2X6 (MINIMUM) STRONGBACK, 30'to 40'3 rows(1 at each 1/4 points) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. Over 40' Space rows at 0'oc ports) bridging and therefore is strongly recommended SCAB-ON BLOCK ATTACH byITW Building Compents GroupInc. STRONGBACK TO BLOCK W/ (3) 9 P lOd COMMON (0.148"x3.0') NAILS For additional information regarding strongback DR (4)lOd BOX/GUN (0.120'x3.0') 4 g g g NAILS. O bridging, refer to BCSI (Building Component .41.4%%. �' ��//� Safety Information). ...,,1111001,0•01*14 41, 71r4 ' 411411t OA Ali , 411111 . 111111, *10" Sil .44 . 1 , I i'll100 \/ ATTACH STRONGB• . TO BOTTOM„e,.� (2) co 'j'�:..Drk:s. STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 0, ap%N�� s>0./ w.WARNINGww READ AND FOLLOW ALL NOTES ON THIS SHEETI 19875P _r rTC LL PSF REF STRONGBACK Trusses require extreme care in fabricating,handling,shipping,Installing and bracing, ReF. .• nil y follow BCSI(Building Component Safety Information,by TPI and WTCA)For safety practice '• to iiT ____77 performing these Functions Installers shall provide temporary bracing per BCSI Unless •te• - Si/ TC DL PSF DATE 2/28/11 otherwise,top chord shall hove properly attached structural panels and bottom chord - alliih j / properly attached rigid ceiling, Locations shown For permanent lateral restraint of webs halt ave bracing Instolled per BCSI sections 33 1 37. See this Job's general notes page For more .or •tion , 0 '28/2014 BC DL PST DRWG STRBRIBR0211 wIMPORTANTww FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR, w,'OREGON BC LL PSF �lld ITV Building Components Group Inc.(ITWBCG)shall not be responsible for any deviation from .�11, 2201111x_ Mina Op�OAe Group design,any failure to build the truss In conformance with TPI,or fabricating,hondling,sbin.NO ww4. ins-tolling 1 bracing of trusses ITWBCG connector plates are made of 20/I8/I6GA(W,H/S/I0 AS TGT, LD. PSF grade 37/40/60 0(K/Details. A /H,S)gal,steel, Apply plates to each Face of truss,positioned as shown a. C , W. and on Joint seal on this drawing or cover page Indicates acceptance and professional engineering responsibility r' solely for the truss component design shown, The suitability and use of this component for any Rewewsl dm.els012015 DUR. F AC, 1.00 building is the responsibility of the Building Designer per ANST/TPI I Sec,2. — , Ea n Cfty,M063045 ITW-BCG www,itwbcg,comi TPI www.tpinst.coni WTCA www.sbcindustry,com,ICC.www.iccsofe.org SPACING I y- . e