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Plans (8) /Lts /(-(' (fid (o I rGrr i-r .1 ,rteITW Building Components Group, Inc. `‘ ' 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page l of I Document ID:IV48561-Z0226154147 SEP a "). Truss Fabricator: Trus-Way, Inc Job Identification: IRC LUMBER ROCKr00D Cross Partition No. 2 F l o -- T I CARD; r p PRO F Model Code: /C Truss Criteria: IRC2012/TPI-2007(STD) b/'°P Engineering Software: Alpine proprietary truss analysis software. Version 13.01. 4 14659 9 r• Truss Design Loads: Roof _ N/A Floor - 55 PSF @ 1.00 Duration • rind - N/A Notes: 9 VC•7�00 4v ' w. pQQ 1. Deternination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of EXP.12 31-15 record, as defined in ANSI/TPI 1. 2. As show on attached drawings; the drawing nunber is preceded by: CAUSR561 Details: STRBRIBR- Subnitted by CMC 15:41:40 02-26-2014 Reviewer: TSB $ $ # Ref Description Drawing# Date 1 89455--F01 14057276 02/26/14 2 89456--F02 14057277 02/26/14 3 89457--F03 14057278 02/26/14 4 89458--F04A 14057279 02/26/14 5 89459--F046 14057280 02/26/14 6 89460--F05 14057281 02/26/14 7 89461--F06 14057282 02/26/14 (140754-PARR LUMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR - F01) --- ----- --- ------ .""' '----- " ----• •-- V VVV Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) Connectors ingreen lumber designedusing Max JT VERT DEFL: LL: 0.37" DL: 0.46". See detail DEFLCAMB0813 for (g) NDS/TPI reduction factors. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Trusses to be spaced at 19.2" OC maximum. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 2.00. **THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN** TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN. • • I-- 18-9-1 24" '{-- 9-0-3 -j 25.547" Typ. W=3X4 3X4= 3X6= 4X10= 3X6= 3X4 3X8= � \ / `� i w,�=� 1-2-0 i(Ip9-0-0 3X8= W=3X4= 4X10= 3)(6—_-_-- 4X10=3X5 = 3X5= 3X10= 3X6= 1< 9-7-2 >ic 2"a 20-2-2 ›..1 2-5-3 2-5-3 2-5-3 2-5-4 2-2-5 2-2-5 2-2-5 2-2-5 2-1-8 2-2-5 2-2-5 2-2-5 2-2-5 2"4 2•,4 4-10-7 4-10-7 4-4-9 4-4-9 2-1-8 4-4-10 4-6-14 Hz 29-9-4 Over 3 Supports ,J R=369 W=4.125" R=1619 W=5.5" R=782 W=4.125" Note: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .06. Nr,.oR� QTY:4 OR/-/1/-/-/R/- Scale =.275"/Ft. Trus-Wa{yy Inc 360-750-1470 "`WARNING'* READ AND FOLLOW ALL NOTES ON THIS SHEET! 3901 NE 68th St.,Vancouver WA "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. % TC LL 40.0 PSF REF R56 1-- 89455 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer 19 t and follow the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety� r TC DL 10.0 PSF DATE practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. 02/26/14 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs .„140,10BC DL 5.0 PSF DRW CAUSR561 14057276 shall have bracing Installed per BCSI sections 63, 67 or 810, a applicable. s — -ALPINE In Bullding Components Group Inc. (ITWBCG) shat, not be responsible for any deviation from this design, BC LL 0.0 PSF CA-ENG TSB/CWC any allure to bulltl tM1e truss In conformance wltM1 ANSI/TPI 1, o r hantlling, sM1lpping, Installation& •,-- bracing of trusses. Apply plates to each face of truss and position as shown above and on the Joint Details, unlesoted otherwise. Refer to drawings 160A_Z for standard plate positions. A seal on this w '�'O 7' 19�� I TOT.LD. 55.0 PSF SEQN- 374444 drawing or cover page listing this drawing, Indicates acceptanceofprofessional engineering ' v ITW Building Components Group,Inc. theponslbility solely for the design shown. The suitability and use of this design for any structure Is /+��•G�]��� DUR.FAC. 1 .00 FROM MRR Sacramento,CA 95828 esponslbllity of the Building Designer per ANSI/TPI 1 Sec.2.0 For more Information see This Job's IW �1 general notes page; ITN-BCG: www.Itwbcg.com: TPI: www.tpinst.org; WTCA: www.sbclAdustry.con:1 www.Iccaafe.erg SPACING' 19.2" JREF- 1V48561_202 ICC: EXP.17-R1-15 (140754-PARR LUMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR - F02) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) Max JT VERT DEFL: LL: 0.40" DL: 0.39". See detail DEFLCAMB0813 for Connectors in green lumber (g) designed using NDS/TPI reduction factors. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Trusses to be spaced at 19.2" OC maximum. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 2.00. • • ff � 24 -� H 9-0-3 ' 9-0 3 r5.547" TYp•H W=3X4 1 .5X3 III 4X8= 1 .5X3 ID 3X5= 1 .5X3 III 1 .5X3 III 3X5= 1 .5X3I11 4X8= 1 .5X3111 1 - PAIN mi nom MR .11 =wiiiii ,m ••••••i•i i•••••1.041414 I 4 i i h....I I I I I I I I 111 111 III I I I I I I II _. 'il i iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii.....Wid i ii i is i ii Wa.a 11.%,•1444 I 4 4 4 44 i 1 1-2-0 9-0-0 6 3X12 3X5= 3X5 3X12= 4X6= W=H0308= 4X6= 1.0.c 2-2-5 __ 2-2-5 2-2-5 2-2-5 2-1-8 2-2-5 2-2-5 2-2-5 2-2-5 j I ` 4-4-10 T 4-4-10 ' 2-1-8 ' 4-4-10 -r 4-6-14 'I 20-0-6 Over 2 Supports ;{ R=881 W=3.75" R=881 W=4.125" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=6%(0%)/4(1) 13.01 .06. 8: . FI: QTY:9 OR/-/1/-/-/R/- Scale =.375"/Ft. Trus-Way,Inc 360-750-1470 *'WARNING'" READ AND FOLLOW ALL NOTES ON THIS SHEET! A�� , O�F TC LL 40.0 PSF 3901 NE 68th St.,Vancouver WA ""IMPORTANT"" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. REF R561-- 89456 Trusts require extreme care In fabricati(Building C pontll S shipping,fo Installing and bracing. Refer to and • TC DL 10.0 PSF DATE 02/26/14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and'WTCA) for safety _/� 14859�'�' ' practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. ct e - Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord I� shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs , 1fiti BC DL 5.0 PSF DRW cflusltss1 14057277 shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. MEW _ ALPINE Ion ITW Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation from this design, BC LL 0.0 PSF CA-ENG TSB/CWC any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation& •: - bracing of trusses. Apply plates to each face of truss and position as shown above and on the Joint 9 '4c ' 1g �v TOT.LD. 55.0 PSF Q 374416 Details, unless noted otherwise. Refer to drawings 16OA-2 for standard plate positions. A seal on this SEQN-— drawing or cover page listing this drawing, indicates acceptance of professional engineering /4.h.._ A ITW Building Components Grou Inc, . r�pon51b11Ity s^lel,-for the tlesign sM1own. The sultabll lty and LsF of this design for::::";-=';:b!: ny st Tact';¢ Is Y�W� DUR.FAC. 1 00 FROM MRR Sacramento,CA 95828 p the responslblllty of the Building Designer per ANSI/TPI t Sec.2. For mo a Info motion see: This ob's /�N Wlw C� general notes page; ITW-BCG: www.itwbcg.com; TPI: www.tpinst.org; !RCA; www.sbclhdustry.com;1 n SPACING 19.2" ICC: www.lccsafe.orgJREF- 1V48561_Z02 nal 12-31-15 I (140754-PARR LUMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR - F03) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) :W1 3.5"x5.625" DF-L #2(g): Connectors ingreen lumber designedusing (**) 1 plate(s) require special positioning. Refer to scaled plate (g) NDS/TPI reduction factors. plot details for special positioning requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. Truss must be installed as shown with top chord up. I- 5-2-11 -I` 24" - 9-7-15 24" H- -I- 5-2-4 -I f 27.781" TYpH 3X8= 3X8= 3X8= W=3X4= 3X6= 616851611•11. 1-2-0 � / \ 1-2-0 W1 � —+ 41) 9-0-0 3X8(**) = 3X5= 3X5= 3X8— 3X5= 3X5 W=3X4= 3X5= L- 11-10-12 2"13 12-2-2 J 2-6-9 _i_ 2-4-8 2-1-8 2-4 8 2-4-8 2-4 11 2"4 „Ic J- J 2-4-11 3 E 2-1-8 2 5 10 _I_ 2-5 10 21 g 4-11-2 2-1-8 4-9-1 4-9-6 2-1-8 5-1-8 rL 24-0-14 Over 3 Supports R=636 R=1423 W=3.5" R=649 W=4.125" Note: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .06. ,: .. If-DIt• QTY:2 OR/-/1/-/-/R/- Scale =.34"/Ft. Trus-Way,Inc 360-750-1470 **WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! F TC LL 40.0 PSF REF R561 - 89457 3901 NE 68tH St.,Vancouver WA **IMPORTANT.. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require extreme care In fabricating. handling, shipping, �e 4� pping, installiyg entl nracing. Refer eo entl 44. TC DL 10.0 PSF DATE follow „ cti the prior edition of Bth (Building functio Component. ISafety Information, by TPI and aWTCA)d,,5 per safety 14659 I 02/26/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. J Unless noted otherwise, top 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 CAUSR561 1 405]2]$ shall have bracing installed per BCSI sections B3, 87 or 810, as applicable. '- IMF - ALPINE ITN Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation from this design, BC LL 0.0 PSF CA-ENG TSB/CWC any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation& •:. -.6.. bracing of trusses. Applyplatesto each face of trues and position as show„above and on the Joint 9 '4e0 s. �v TOT.LD. 55.0 PSF SEQN- 374479 Details, unlessnotedotherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering o ITW Building ComponentsA95828 general Zhep"nslbllity solely for Che tleslgn she"^. The sultablllty a^°use o£this design for any s ruoWre is ''.1414/01. Ao` OUR.FAC. 1 .00 FROM MRR Sacramento,CA 95020 esponslblllty of tM1a Bulltling Oeslgner per ANSI/TPI t Sec.2. For more Information see: iThls Job's IC� gene al notes page; ITW-BCG: www.ltwbcg.com, TPI: www tpinst.org: WrCA: www.sbcintlustry.cwn SPACING' 24.0” J REF- 1V48561_202 * len ral notesafe.org FYP 12-?1-15 I 140754-PARR LUMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR - FO4A) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) :W19 3.5"x5.625" DF-L #2(g): (**) 1 plate(s) require special positioning. Refer to scaled plate Connectors in green lumber (g) designed using NDS/TPI reduction factors. plot details for special positioning requirements. Max JT VERT DEFL: LL: 0.33" DL: 0.29". See detail DEFLCAMB0813 for Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 2.00. 10-11-1 -1- 24" -1- 3-9-9 H 15.258" Typ. 4X6= 3X4 3X3= 3X3= 4X6= 4X6 1-2-0 :/ + XL _��1 W19 __ II A „ 9-0-0 4X8 3X6= 3X4= 3X4= 5X6= 3X6111 5X8— 4X6(**) 4X4 3X3= I., 1-6-4 10-41-4-0 1-4-02-8-0 01-4-0 1-4-0 8 01-4 0 1-4-0 1-4-0 2-1-811-1-13_1_1-1-1_a__ 1-5-15 28-6-5 9-6-5 —1— 7-2-5 16-8-10 Over 2 Supports > R=933 W=4.125" R=906 Note: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .06. x• -,_,A ... TY:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Trus-Way,Inc 360-750-1470 *'NIMNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! TC LL 40.0 PSF 3901 NE 68th St.,Vancouver WA "IMPORTANT`* FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. REF R561-- 89458 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 MICA) for safety /44,'P 14659 F TC DL 10.0 PSF DATE 02/26/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. ` r' Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of web= BC DL 5.0 PSF DRW CAUSR561 1 40x7279 shall have bracing installed per BCSI sections 03, B7 or 910, as applicable. - ALPINE IMIll ITW Building Components Group Inc. <ITWBCG, shall not be responsible for any deviation from this design, BC LL 0.0 PSF CA-ENG TSB/CWC any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation& �- -�• 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- 374546 Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. A seal on this *0,, 'V 4t T' 00 �y drawing or cover page listing this drawing, Indicates acceptance of professional engineering • ITW Building Components Group,Inc. i„ep�":'b"'ty solely for:M1e deals"show". The sultabi l lty and use of this tleslgn ftlr ane atrecture Is r/4Nw�CHQ►Q DUR.FAC. 1 .00 FROM MRR /1 Sacramento,CA 95828 esponslblllty of the Bulltling Designer per ANSI/TPI 1 Sec.2. For mo a Information se : This Job's general ate=page; ITW-BCG www.ltwbcg.com, TPI: www.tpinst.org; WTCA: www.sbclndustry.cwn SPACING' 24.0" J REF- 1 V4856 1 ZO2 ICC:rwww.iccsafe.org EXP.12-31-15 (140754-PARR LUMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR - FO4B) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) :W14 3.5"x5.625" DF-L #2(g): (**) 1 plate(s) require special positioning. Refer to scaled plate Connectors in green lumber (g) designed using NDS/TPI reduction factors. plot details for special positioning requirements. Max JT VERT DEFL: LL: 0.2711 DL: 0.281'. See detail DEFLCAMB0813 for Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 2.00. f- 7-3-0 -I- 24 -I- 7-5-10 { 120.25" TYP 1 .5X3 III 4X8 1 .5X3 III 3X5 1 .5X3III 1 .5X3III 3X4 1 .5X3III 4X8= 1 .5X3III 1 1_2_O I�� + I �14 u Jo JI 6� 9-0-0 6 4X8 3X4= 3X4= 4X8= 4X8(**) 4X6= z a 1-9-0 • 1-9-0 1-9-0 1-9-0 2-1-8 1-9-0 , _I l 1-9-0 1-9-0 _ 1-11-1 2113 2"a 3-6-0 �Ic 3-6-0 r 2-1-8 I 3-6-0 3-10-14 hz 16-8-10 Over 2 Supports R=933 W=4.125" R=906 • Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .06. 0:'!c IIeROpF Y:9 OR/-/1/-/-/R/- Scale =.4375"/Ft. Trus-Way,NE68th 360-couver70 **WARNING*** GNAT AND FCONTW ALL NOTES ON THIS STALL! � ��� TC LL 40.0 PSF REF R561-- 89459 3901 NEtll St.,VanCOUVCI WA "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses the request edition care In (uidingfabricating, handling, shipping,Info Rion, iyg and bracing. Refer to and 1 4659 'Q TC DL 10.0 PSF DATE 02/26/14 follow tM1e latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. ir Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord '401M:I BC DL 5.0 PSF DRW CAUSR561 14057280 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. - ALPINE 1.11= ITN'Building Components Group Inc. (ITNBCG) shall not be responsible for any deviation from this design. •:: .41' BC LL 0.0 PSF CA-ENG TSB/CWC any failure to build the truss In conformance with ANSI/TPI 1, or for handling,.shipping, installation N bracing of trusses. Apply plates to each face of truss and position as shown above and on the Joint ,A 'FQ 7 199 4V TOT.LD. 55.0 PSF SEQN- 374557 Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this / drawing or cover page listing this drawing, Indicates acceptance o£professional engineering !�N �] IOW Building Components Group Inc. zn ponslbllity solely for the design shown. The suitability and use of this design for any structure is 'fox G{��• DUR.FAC. 1 .00 FROM MRR responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more Infornletlon see, This Job's m ICC: www.iccsafe.org Sacramento,CA 95828 general notes page; ITN-BCG: www.Itwbcg.00m; TPI: www.tpinst.org; WTCA: www.sbcindustry.cow; EXP.12-31-15 SPACING 24.0' J RE F- 1V48561_202 I (140754-PARR LUMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR - FOS) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) :W1 3.5"x5.625" DF-L #2(g): Connectors ingreen lumber designedusing (**) 1 plate(s) require special positioning. Refer to scaled plate (g) NDS/TPI reduction factors. plot details for special positioning requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. Truss must be installed as shown with top chord up. 5-4-14 �- 24 --i_ 5-2-4 H F28.875" TYP. H 1X3 III 3X8= 1X3 III 1X310 3X8---- 1X3 III UX 1-2-0 W1 1-2-0 i l .s. „ 9-0-0 3X8(**) = 3X4= 3X5= 3X5 2 13 2-7-11 .j_ 2-5-10 2-1-8 2-5 10 2 5-10 2'a 2"13 5-1-5 2-1-8 I 5-1-8 `� 1 12-7-2 Over 2 Supports >1 R=679 R=707 W=4.125" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .06. 8R04 Y:10 OR/—/1/—/—/R/— Scale =.5"/Ft. _ Trus-Way,Inc 360-750-1470 **WARNING*' READ AND FOLLOW ALL NOTES ON THIS SHEET! REF R561-- 89460 3901 NE 68th St.,Vancouver WA "IMPORTANT” FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. �� ��� TC LL 40.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer t and 1*. I� follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety /�I q 5 9 'Q TC DL 10.0 PSF DATE 02/26/14 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 chord . .girili BC DL 5.0 PSF shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRW CAUSR561 1 405]2$1 shall have bracing installed per BCSI sections B3, 87 or 810, as applicable. - ALPINE ITN Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation from this design. BC LL 0.0 PSF CA—ENG TSB/CWC any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation&bracing of trusses. Apply plates to each face of truss antl position as shown above and on the Joint �/ ' 7� P ATOT.LD. 55.0 PSF SEQN- 374458 Details, unless noted otherwise. Refer to drawings 160A-Z£or standard plate positions. A seal on thisdrawing or cover page listing this tlrawing, Indicates acceptance of professional engineering ITW Building ComponentsOGrpoup,Inc. t„e°t"�'"'i Ity anlelyfnrthedesgnahnw". The sults°"'tyandsaeo£thisdesign anyatr"c=ureis \ ‘,4,..:...:L ...i..00007/ �Awp� DUR.FAC. 1 .00 FROM MRR Sacramento, A 95020 esponslblllty of the Bulltling Designer per M151/TPI 1 Sec.2. For more infor tion see: his JoD's general notes page; ITW-BCG: www.ltwbcg.com; TPI: www.tpinst.org; WrCA: www.sbcintltlustry.com; EXP.12-31-15 SPACING ' ICC: www.iccsafe.org 24.0'' J REF- 1 V4856 1 ZO2 (140754-PARR LUMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR - F06) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) Max JT VERT DEFL: LL: 0.24" DL: 0.27". See detail DEFLCAMB0813 for Connectors in green lumber (g) designed using NDS/TPI reduction factors. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load..Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. Truss must be installed as shown with top chord up. **THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN** TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN. 7-3 0 24 -h _- 13-4-0 _I` 24" - 5-2-4 20.25" Typ. 1- -1 3X6 -- 4X6- - 4X6= 3X4= W=3X4= 4X8 4X6= 3X4= 3X3= 3X5= 1-2-0 - din .q = �� / AM ��1 Za . - 1-2Io _ `3 9-0-0 3X5= 3X10= 3X4= 3X5= 4X10= W=3X4= 3X6= . 4X10= 3X4= 3X10= L, 16-8-10 13-0-10 2"41-9-0 1-9-0 1-9-0 1-9-0 2-1-8 -10-1 -10-1 -10-1 -10-1 1-10-1 -10-1 -10-1 2-1-8 1-8-4 1-7-8 1-7-82"4 z•,4 3-6-0 3-6-0 2-1-8 3-9-13 3-9-13 3-8-1 1-10-1 2-1-8 1-8-4 3-5-4 rL 29-9-4 Over 3 Supports ,`1 R=857 W=4.125" R=1880 W=5.5" R=641 W=4.125" Note: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .06. 8' +, OJBROpe 4TY:2 OR/-/1/-/-/R/- Scale =.275"/Ft. Trus-Way,Inc 360-750-1470 **WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! 3901 NE 68th St.,Vancouver WA **INPoRTANT** FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. `,_r� 4�� TC LL 40.0 PSF REF R561-- 8946 1 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and / 14659 '9 follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety TC DL 10.0 PSF DATE 02/26/14 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 chord • ' , '_ - BC DL 5.0 PSF DRW CAUSR561 1 4057282 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or B10, as applicable. - ALPINE Imo any faIW ilure Combuiponents Grrhe ouplInc. (ITillaBnce shall with Anot. belrlsponsibler for hfor any antlling,deviation flnstallis desiion gn, • -• BC LL 0.0 PSF CA-ENG TSB/CWC bracing of trusses. Apply plates to each face of truss and position as shown above and on the Joint �/ '' 0 7 X909 Q�v TOT.LD. 55.0 PSF SEQN- 374569 Details, unlessnotedotherwise. 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 w ITW Building 95UGrpoup Inc. responsibility solely for the design shown. The suitability and use of this design far any structure is �.'4N W 0%.- DUR.FAC. 1 .00 FROM MRR 58Cr8n5^nto,ComponentsCe Gr responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see: This Job's •v general notes page; ITW-BCG: www.itwbcg.com; TPI: www.tpinst_org: WTCA: www.sbcindustry.com: SPACING 24.0 r ICC: www.lccsafe.org EXP.12-31-15 '' JREF- 1V48561 ZO2 ST`LINC;BTICK BRIKINC; KCCCMMI \CPTIriNS ►All, scab—on blocks shat be a minimum cx4 BU TSTA NrBP.C!< "strr'SSraded lu ber�" BRIDEIND TOGETHER g DR ►All strongback bridging and b^ardrg small be a �� m;�A)Irnum Dx6 "stress graded lumber„ N '►The purpose of strongwack bridgin , is to (-0( �ATTAEi- SCAR WITH 108 BOX/GUN Develop I,oar)i Sharing between IndlvlCAual trusseg, 4' -0" 2X6 (0128"x30") NAILS IN 2 ROWS AT renal-bng �r an overall Inc ease in the SCAB 0,, PC Vi y �em NOT/ v LIEU Or E><> sPLIcrNG As SHOWN, I ,�Ir�n > o. (� > FLOORsystem: 2xG _PP STRONGNArK BRIDLING MEMBERS strorbk bridging; tired as shown in FOR AT [CAS ONE TRUSS SPACING gac STRONEBACK NkIDERNE SPLICE D=IAIL Details, I's necommerded at 10' —0" o:c (max) METE, DetaJs 1 and r are thc> preferred a (taghmen '. 1etnads He terRd "br dging" and "bracing" are sometimes A-TACH SDRUNGBACK Tcmistakenly u<>r>d Interchangeably 'Brae rg" Is an WEB W/ (3) tOd COMMON or4B°x3") NAILS OR ( � I moo-�tant structural rogu re�ment of any floor i (40 106 BOX/GUN or roof sysor m. Refer to the jrus Dslcn .2e"X3o°) NAILS Drawing :TND) For (he bracing KPculrements for � ea ' Indlvlduai truss ( or"sonrnt r��dging," � ..41•111111.111, pe I( ularly "strongea( k b a'gir�g s a recomA erdc tion For a tans) Sys D rn to help Art% 1 . 0° control vlbra:lone i n addition to alglin in the DIatr'bution DE oo[nt load, between ad J ace t al truss, strongbaci< br:dgra serves to reduce STRONLRACK BRIDGING "bounce" or K"sidua vibration resecting aror, SPACINE REDUIREMI NTS mov'�ng poen t loads; such as footsteps. I ) , Up to 10 None H egvir ed 0 to?O l row(at Lentar of pan) The oPrf ormanse of all floor systems are (En 10d COMMON ( .148"x30") OR —.. _._ 20'to DIN rows( ;t Hard I/3 Dints) enhanced by tNL '.ns,.alfa on o y Stroh back BOX/GUN P A 8 Berl TO NAILS ATTnxI KFS STRAINER AT E ACi END p'to ao'rows a at pach vA point;; g x() (MINIMUM) STRONll3. HIP 4ND BOITOM OF ?x4 - r liner^-C Spar(rows rt Ip o,r points)i bridging am t t ere cre s s nor sly recommended STRONGMEN To Bi.00K w/ Ott) I by 1 W L1ilding gong-Dents is Croup Inc. N4e < N0' (JR (41: _ 1 8"x3,0 ) j ) ( additional ncormat r cg ardng strongback�jKr >gnrefer o 3 S: (B Ildmg cmponent :iiiir Safety Information) ....4, L________414q p .4‘...\'' vit , ill' Acii kiwi?p INTI„ i /ATTACH STRFJNGBACK RTO BEEROM CHORD WEFT 2) I#10 - 3" SCREWS STRKNGBACK BRIDGING ATTACHMENT ALTERNATIVES .FU P'Op .WARNING LEAD AND FIJI LOA ALL NOI ON THIS SHE ETI p au . . Unless � �` � F L --"- PS T R 'r S TR[ING Trusses require extreme care in fabricating,h dlig p g d bracing Rorer BECK(BunglingComponent Safety I r t n,by TeI d wlIA safety Urges p0iI spg th f tionsh [ t lie h! p d temporary br g p_ BCJ 1 146599r TC DL PSE DATE �T/c3/II SE BRW, S RdR)BR0zl1pv attached struct. panels tt d h n'/' A / properly tt h g - gLocations -h fort Eaten. -t f webs Il bracing i d p BCSI B3 R B/ S this job's g t_ p p for mH. o BE DL 4/ l ww1MPER,ANTow FURNISH COPY OF THIS DESICN TN N A AION CONTRACI iAR IT\i/ Building Components Grout :kr (I'MBCG)shall not be r b F 1 , _ L` DSE v3uthrg Components Group IncdaAlq. y f t b Id thet conformance t T { y,honoring, A instating yb g t 1TWB(f connector l . made f B0/I©/BGA(WH/S/K)AS c.7• i9QpI nLD: LSEgr d 37/0/W(K/W/HS)r I Apply p this h ra- t positioned V1� qa-dJoint Details Nw�C � A this d r page d t_s acceptance and p f 2,engineering responsibility solely Fhet p design n The brty d of ties component For any DUR A: LLDWieling the bullty T b Buid g n y r p PAST/TPI S / EXP.12-31-15 Earth Cily,Mo 63045 ITIL B..r.wwwltwbag_o ',Pr Owl tp ns t.com,IL P wwwsb-ndustrytor ICI:www«,are,org SPACING