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Plans (2) " ri:/CC[7;--):C-°1';10-. °/°2—/'S.---1171A O m i i!I F.��IY W� . C �pp 5p_pii§2 O $C A1; OCT 3 0 2014 Fo CIY(srU € H —QUAIL HOMES INC. Trus-Way INC. — SANFORD RESIDENCE Quality-Service-Integrity BUIL® " 11/810 , FLOOR TRUSS SYSTEM The Builders Choice LAY-OUT SPACING 24"O.C. (877)TRUSWAY(878-7929) 14"TALL TRUSSES (360)750-1470(503)285-2615 FLOOR TRUSS / 31'6" • 2 S 14'11"12 •I 3'6"4 I 12'11"12 .' :••- - ," 9 = 0 •:•4 q ,ry .;. h'.8(01_/ - �4..t - ~ 3 '�.�.,,.�4�1�.��7,'' s$:;44,, (2 Z START LAY OUT THIS SIDE @ 24"O C .w .♦.♦....•...♦• w...w.•...♦.w Q A�2i k FIRST SPACING @ 1'-10-3/4" II 11 b,-cc ". =Atii ,i x A A uu vu iTI`7 MMM m fn n.•- ... M :c! FOa•N-. M f,1(0"4a .ry-I k 36 aL / / 1.4-.a...---is,-4.�0 , • lirml '4.4I 4i�04i i i 04i.4i 11 . MCH.CHFS+.4.♦ ...♦. i..3 _t_. . • I-7'10- I 19'2" � i_ - e 6 = 0, r. e e $ s. ,.....,.....s[ x x m n x O gra. F— I6' 10'1- ' 0 U J / , Z - Q - - QW 0 z Q a ALL BEAMS AND RIM PROVIDED BY OTHERS fy 0 Q mu) n O ® BEAM DOWN U)W--00- ZWNCO ""' IMPORTANT 0,0113 ® BEAM UP U O 0)> CONTRACTOR AND/OR FRAMER IS RESPONSIBLE FOR MAKING SURE J O C7= ALL PLUMBING AND HVAC WILL WORK WITH FLOOR TRUSS LAYOUT. D Z O y Z 0<(') < Zi) c: mc o r N BB, 1j81-12 e O cn W JOB NO: 144111 PAGE NO: 1 OF 1 ITW Building Components Group, Inc. 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VAF561-Z2107163044 Truss Fabricator: Trus-Way, Inc Jobldentification: 144111-QUAIL CONSTRUCTION SANDFORD / FLOOR -- 14475 SW 125 TH AVE. TIGARD, OR Model Code: I RC Truss Criteria: IRC2012/TPI-2007(STD) Ep PROp Engineering Software: Alpine proprietary truss analysis software. Versions 13.01. -.I -. S, Truss Design Loads: Roof - N/A �j� NG I e � 02 Floor - 55 PSF @ 1.00 Duration I 19575P 9 Wind - N/A 40' Notes: 10 07/2014 OREGON 1. Deternination as to the suitability of these truss conponents for the en 20 1g9m structure is the responsibility of the building designer/engineer of "QO`O W NVQ' record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR561 Renewnldale8138/281t Garold W.Heal Details: STRBRIBR- Submitted by GWH 16:30:26 10-07-2014 Reviewer: TSB $ $ # Ref Description Drawing# Date 1 67347--F01 14280291 10/07/14 2 67348--F02 14280292 10/07/14 3 67349--F03 14280293 10/07/14 4 67350--F04 14280294 10/07/14 5 67351--F05 14280295 10/07/14 6 67352--F06 14280296 10/07/14 7 67353--F07 14280297 10/07/14 8 67354 -F08 14280298 10/07/14 9 67355--F09 14280299 10/07/14 10 67356--F10 14280300 10/07/14 11 67357--FGTA 14280302 10/07/14 12 67358--FGTB 14280301 10/07/14 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (144111-QUAIL CONSTRUCTION SANDFORD / FLOOR -- 14475 SW 125 TH AVE. TIGARD, OR - F01) Top chord 4x2 DF-L #1&Bet.(g) See detail STRBRIBRO211 for bracing and bridging recommendations. Bot chord 4x2 DF-L #1&Bet.(g) Webs 4x2 DF-L Standard(g) :W1 3.5"x5.625" DF-L #2(g): Max JT VERT DEFL: LL: 0.21" DL: 0.23". See detail DEFLCAMB0813 for camber recommendations. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss must be installed as shown with top chord up. 6-7-14H- 24" H. 6-5-4 H F. 23.75" TYP. 1X3111 4X8— 1X3111 3X4= 3X4= 1X3111 3X8 1X3111 1-2-0 W1 / 10.....°.... 411411 .- � � 1-2-0 1, (L _ I Q +10-1-4 V 4X8= 3X8= 1X3 III 1X3 III 3X10 3X6= z 2-2-9 2-0-8 >I< 2-1-4 2-1-8 >I< 2-1-4 >I< 2-0-8 2-0-8 2"� 2"13 4 -3-1 2-1-4 2-1-8 2-1-4 4-3-4 I< 15-1-2 Over 2 Supports R=816 R=844 W=4.125" Design Crit: I RC2012/TP I-2007(STD) so PROFF PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .': �1-N .4, '4"'‘, Y:5 OR/-/1/-/-/R/- Scale =.5"/Ft. • Trus-Way,Inc 360-750-1470 ..WARNING.. READ AND FOLLOW ALL NOTES ON THIS SHEET, Cif 4 y TC LL 40.0 PSF REF R561-- 67347 "IMPORTANT.. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 19s)S P 3901 NE 68th St.,Vancouver WA Trusses require extreme a in fabricate a Ins p h ndling, snipping. installing and bracing.Ing. Refer t r TC DL 1 0.0 PSF DATE 10/07/14 follow the latest ecltion of r BCS, (Building Component Safety Information, y TPI and WTCA) for safety practices prior to performing these functions. f nction . Installers shell provide temporary bracing per BCSI. /. Unless Doted proetop mord shall have properly attached structural ermantoathlg and bottom /� BC DL 5.0 PSF DRW CAUSR561 14280291 shall have a properly t ached rigid ceiling. Lacatlmshown fnelateral restrf webs 11/07/2014 shall have bracing installer per BCS, sections B3, B7 or 810, as applicable. ALPINE 1mm ITW Building ComponentsGroupInc. (11WBCG) shall net be resodnsIdle For any reveat,on From this tlesegn. OREGON J BC LL 0.0 PSF CA-ENG TSB/GWH any failure to build[ s In conformance with ANSI/TPI 1, a f handling, shipping, Installation& bracing o . Applyplatest each spa of truss and positionra shown she.,e am n the Joint 9 `en,20.1ee0 P TOT.LD. 55.0 PSF SEQN- 781166 Details, unlessnoted other... Refer ctofdrawings 160A-2 nor standardaplate posltions.o A seal on this drawing or cover page ousting this drawing, indicates acceptance f pr nal engineering -OCD W•�� DUR.FAC. 1 .00 FROM MRR ITW BuildingComponents Group, "p�"s'bi Iety salary far` 'Ig^shown' The sSITE II I`y and e a s professional fpr:::''',-,7:7.:: P P the esponsebility o the Building Designer per ANSI/TPI 1 Sec.2.usForfmo Information Sacramento,CA 95828 general notes page; ITW-BCG: ww.itwbeg.cm; TPI:ww.tpinst.org. WTCA' ww.sbclrwustry.cm: Renewal date6/3 012 01 5 SPACING 24.011 JREF- 1VAF561_Z21 ICC:ww.iccsafe.org l 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (144111-QUAIL CONSTRUCTION SANDFORD / FLOOR -- 14475 SW 125 TH AVE. TIGARD, OR - F02) Top chord 4x2 DF-L #1&Bet.(g) See detail STRBRIBR0211 for bracing and bridging recommendations. Bot chord 4x2 DF-L #1&Bet.(g) Webs 4x2 DF-L Standard(g) :W1, W15 3.5"x5.625" DF-L #2(g): Max JT VERT DEFL: LL: 0.22" DL: 0.27". See detail DEFLCAMB0813 for camber recommendations. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 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. F 6-7-14 1 24" I- 11-10-2 123.75" Typ l r W=3X4 4X8= 3X3 3X4= 3X10= 3X5= 1-2-0 W1 W15 1-2-0 — i +10-1-4 4X8= 3X8= 3X10= 3X4= W=3X4= 3X12= lr 14-9-0 >l< 5-9-0 >I 213�� 2"13 2-2-9 I_ 2-0-8 2-1-4 2-1-8 2-1-9 2-0-13 _L 2-0-13 2-6-11 j 2 _ -8-12 2"TL� 4-3-1 2-1-4 ›-c2-1-8 I 2-1-9 I 4-1-9 T 5-6-4 I 1.c 20-6-0 Over 3 Supports R=753 R=1409 W=5.5" R=233 Note: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) EO PROFF PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .► _`a1' 4. , Y:3 OR/-/1/-/-/R/- Scale =.375"/Ft. Trus-Way,Inc 360-750-1470 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET, 0� S�A 2 TC LL 40.0 PSF REF R561-- 67348 3901 NE 60tH St.,Vancouver WA —IMPORTANT•' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 19575 P -r 7 Trusses request edition care In fabricating, ting, handling. snipping, installing and b cing. Refer to and rb,law the latest edition of BCSI (Building campanent safety Information, by TPI and WrcA) for safety /r TC DL 10.0 PS F DATE 10/07/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, tap chords a properly attached s sheathing a chard /-�� BC DL 5.0 PSF DRW CAUSR561 14280292 non L°a properly attached rigid ceiling. Locations shaven for structural lateral restraint of webs II/07/2014 shall have bracing Installed per BCSI sections B3, 87 or 610, as applicable. ALPINE s ITV/Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation from this design. 0 OREGON BC LL 0.0 PSF CA-ENG TSB/GWH _ any failure t build the truss In conformance with ANSI/1111 1, or for handling, shipping, installation 8 {�, -4 bracing of trusses. Applyplatest each fate of truss and position as shown above and on the Joint 17 `°n. e� c.P TOT.LD. 55.0 PSF SEQN- 781181 Details, unless noted oto Ref o drawings 1600-Z for standard plate positions. A seal on this 20,,9 drawing or coverpage listing otherwise. Refer drawing. indicates acceptance of professional engineering° .'0 L D W N ITW BuildingComponents Inc, Lnept"a'b""y s°ely iar design shaven. The sa"s'ill`y and ae° dfo`nan far:7,,,,'',-=,;:,;: DUR.FAC. 1 .00 FROM SC P P r espons;bilitY of he Building Designer per ANSI/Tpl 1 6ec.2.°Forfmo ion Sacramento,CA 95828 general notes page: ITW-BCG: wvw.ltwbcg.com: TPI: wwu.tpinst.org:WTCA www.sbclnduscry.com. Renewaldate 6130(2015 SPACING 24.0" J RE F- 1 VAF56 1 Z2 1 ICC. www Iccsafe.org l 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (144111-QUAIL CONSTRUCTION SANDFORD / FLOOR -- 14475 SW 125 TH AVE. TIGARD, OR - F03) Top chord 4x2 DF-L #1&Bet.(g) See detail STRBRIBRO211 for bracing and bridging recommendations. . Bot chord 4x2 DF-L #1&Bet.(g) Webs 4x2 DF-L Standard(g) :W1 3.5"x5.625" DF-L #2(g): Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss must be installed as shown with top chord up. 6-1-6 24" H 6-5-4 I 121.583" Typ. 1 1X3 III 4X8— 1 X3 III 3X4= 3X4= 1 X3 III 3X8 1 X3 III 1-2-0 W1 / 1-2-0 V L, �/ n 10-1-4 V igE 4X8 3X8= 1X3 III 1X3 III 3X8= 3X5= 2 132-0-6 1-10-5 1-11-1 2-1-8 2-1-4 2-0-8 __L_ 2-0-8 j 4 13 3-10-12 I 1-11-1 I 2-1-8 �I 2-1-4 I 4-3-4 _ 14-6-10 Over 2 Supports d R=786 R=814 W=4.125" Design Crit: IRC2012/TPI-2007(STD) //a�E0 PROFF PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.O1 .P. 41% W 41 Y:2 OR/-/1/-/-/R/- Scale =.5"/Ft. Trus-Way,Inc 360-750-1470 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! ,>, �p1 t-k Z TC LL 40.0 PSF REF R561-- 67349 3901 NE 68th St.,Vancouver WA "IMPORTANT" FURNISH HIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 19575 P 1 Trusses require extreme a In fabricating. handling, shipping. installing and bracing. Refer w �r TC DL 10.0 PSF DATE 10/07/14 follow the latest edition of r BCS! (Building Component Safety Informetion, by TPI and RCA) for safety n° - practices prior to performing these functions. Installers shell prow temporary bracing per BCSl. Unlessted otherwise. tap chord shall have properly attached structural sheathing a chord /- 4 BC DL 5.0 PSF DRW CAUSR561 14280293 shall a properly attached rigid ceiling. Locations for permanent lateral and of webs 1 1/07/2014 shell have bracing installed per BCS! sections B3, 01 or B10, as applicable. ALPINE Immo ITV Building Components Group Inc. (ITWB )shall not be responsible for eny deviation Prem thin design. OREGON BC LL 0.0 PSF CA-ENG TSB/GWH eny failure[ build the truss In conformance h ANSI/TPI 1. o T handling, shipping, Installation b bracing of trusses. Applyrplates toeachface of truss and positionasshown above and on the Joint wy 1.� em P TOT.LD. 55.0 PSF SEQN- 781198 Details unless noted otherwise. Refertodrawings 160A-Z for standard plata positions. A seal on this 'ZD•i9 drawing or cover page listing this drawing. indicates acceptance of professional engineering" .O L D MI.N ITW BuildingComponents Group, "p°""°""y'°"';ger" °eegn shown. The a""obi I ity and""of �.a�a°tfar alley.'r are DUR.FAC. 1 ,00 FROM SC P P [M aponsibility e he Building Designer per ANSI/TPI 1 :1. For mb `TM s�ab'a Sacramento,CA 95828 general na s page: ITW-BCG:aww.ltwbcg.com: TPI: www.tpinst.org:WrCA: ww.sbcindustry.aom: Reneweidete6/302015 SPACING 24.0" JREF- 1VAF561 Z21 www.iccsafe.org w.iccsafe.org — l THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (144111-QUAIL CONSTRUCTION SANDFORD / FLOOR -- 14475 SW 125 TH AVE. TIGARD, OR - F04) Top chord 4x2 DF-L #1&Bet.(g) Bottom chord checked for 10.00 psf non-concurrent bottom chord live - Bot chord 4x2 DF-L #1&Bet.(g) load applied per IRC-12 section 301.5. Webs 4x2 DF-L Standard(g) Deflection meets L/360 live and L/240 total load. Creep increase Connectors in green lumber (g) designed using NDS/TPI reduction factors. factor for dead load is 2.00. Truss must be installed as shown with top chord up. F26.156" Typ. 1X3 III 3X5= 1 X3 III 3X5 1 X3 III 1-2-0 1-2-0 l x— l _ *10-1-4 X 3X5= 3X4 3X4= 2"42"4 I 2-2-14 2-2-14 I _ 2-2-14 2"4 4-5-13 ;1 Dm 4-8-1 I- 9-4-2 Over 2 Supports R=514 W=5.5" R=514 W=4.125" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .'..':':• V ' F,p_ QTY:4 OR/-/1/-/-/R/- Scale =.75"/Ft. Trus-Way,Inc 360-750-I470 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI NG�NF.�SY�02 TC LL 40.0 PSF REF R561-- 67350 3901 NE 68th S[.,Vancouver WA 1UPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require extreme a ,n fabricating. handling. shipping, Installing and bracing. Refer 19575 P TC DL 10.0 PSF DATE 10/07/14 follow the latest edition of BCSI (Build.,g Component Safety Information. by TPI aWTCA) for safety M r practices prior to performing these functions. Installers shell provide temporary bracing per SCSI. /1 Unle noted other.,se top chord shall have properly at ached strut[ sheathing and bottom eon BC DL 5.0 PSF DRW CAUSR561 14280294 e properly attached rlgld ceiling. Locations ta n for permanent lateral restraint of webs �- shall have brec,ng installed per SCSI sections B3. 87 or B10. as applical . I 07/2014 - ALPINE a IT.Building ComponentsGroupInc. (ITWBCG) hall not be responsible for any deviation from this design. BC LL 0.0 PSF CA ENG TSB/GWH any faller,to build the truss in conformance with ANSI/TPI1. orfor handling. snapping, Installation A A OREGON J bracing of trusses. Apply plates to each face of truss and posiion as shown above and on the Joint `/ TOT.LD. 55.0 PSF SEQN- 781207 Details unless not.otbonwis,. Refer todtd aw,ngs 160A-Z for standard plata positions. A seal on this V*n.20,199% (t drawing or cover page listing this drawing. Indicates acceptance of professional engineering Components Group,Inc. responsibility solely far the design shot. The suitability and e se Of [ dns,gn for any structure is .r°C 0 W•N11 DU R.FAC. 1 .00 FROM SC ITW Buildingthe Presponsibility of the Building Designer per ANSI/TPI 1 See.2. For more ,,formation se, This job's Sacramento,CA 95828 goneral eo a page; ITR m:-BCG: www.ltwbcg.coTPI www.tpinst.org:RTCA: www.sbcindustry cpm. SPACING 24.0" J RE F- 1 VAF56 1 Z 2 1 'cc: www.iccsafe.org Renewal date 8!3012015 1 r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (144111-QUAIL CONSTRUCTION SANDFORD / FLOOR -- 14475 SW 125 TH AVE. TIGARD, OR - FOS) Top chord 4x2 DF-L #1&Bet.(g) Bottom chord checked for 10.00 psf non-concurrent bottom chord live - Bot chord 4x2 DF-L #1&Bet.( ) load applied per IRC-12 section 301.5. Webs 4x2 DF-L Standard(g ) •:W1 3.5"x5.625" DF-L #2(g): Deflection meets L/360 live and L/240 total load. Creep increase Connectors in green lumber (g) designed using NDS/TPI reduction factors. factor for dead load is 2.00. Truss must be installed as shown with top chord up. 17" Typ. 1X3 III 3X3= 1X3 III 1-2_0 W1 1-2-0 \1111k.„ ._...._.' ., ,.. 10-1-4 3X3= 3X3= 2,1+ 1-7-13 3-3 13 1-5-12 L 3-6-10 Over 2 Supports R=181 R=210 W=4.125" Design Crit: IRC2012/TPI-2007(STD) 1 --. PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .1..1:—. It ',%. QTY:2 OR/-/1/-/-/R/- Scale =1"/Ft. Trus-Way,Inc 360-750-I470 " WARNING"" READ AND FOLLOW ALL NOTES ON THIS SHEET, "IMPORTANT.. FURNISH THIS DESIGN To ALL CONTRACTORS INCLUDING INSTALLERS. p G 1 N F 0 TC LL 40.0 PSF REF R561-- 67351 3901 NE 68th St.,Vancouver WA C9 F41 Trusses require e e In fabricating, handling, shipping, installing and bracing. Refer to and 19575P TC DL 10.0 PSF DATE 10/07/14 allow the latest edition care BCS, (Building Gasponent Safety Information, by TPI and RICA) for safety , r ' practices prior to performing these functions. Installers shell provide temporary bracing per BCS1. / Unless not otherwise bap chard ah have properly at structural sheathing a char' BC DL 5.0 PSF DRW CAUSR561 14280295 hall have`a properly a rigid ac ceiling. Locations r permanent lateral restraint o webs �-// shall have bracing installed aper BCS,sections 03. 87 or B10, as applicable. 11/07/2014 ALPINEITW Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation from this design. BC LL 0.0 PS F CA-ENG TSB/GWH MEW _ any failure to build the truss In conformance with ANSI/TPI 1. or for handling, shipping, installation.. OREGON bracing of trusses. Apply plates to h f e of tress and position as shave above and on the Joint TOT.LD. 55.0 PSF SEAN- 781245 Details unlessnoted otherwise. Refer drawings 160A-Z for standard plate positions. A seal on this 9 '19'1.20,19i° G drawing or cover page listing this drawing, indicates acceptance of professional engineering` ITW BuildingComponents Group,Inc. =7::=,7';; ;;elfar t„a design ahawn. Tha a°'ta°Illty antl `o "loan frac rano a .FO L D w r N` DU R.FAC. 1 .00 FROM SC p o the Bulltl�ng Designer per ANSI/Tpl 1 Sec.2.usForflro nfor tion s `This dob,s Sacramento,CA 95828 general notes page: 1111-BCG ww.ltwbeg.com: TPI. www.tpinst.org. MICA www.sbclndustry coal, SPACING 24.0" J RE F- 1 VAF56 1 Z 2 1 ICC:www.Iccsafe org Renewal date 6/30/2015 ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (144111-QUAIL CONSTRUCTION SANDFORD / FLOOR -- 14475 SW 125 TH AVE. TIGARD, OR - F06) Top chord 4x2 DF-L #1&Bet.(g) See detail STRBRIBRO211 for bracing and bridging recommendations. Bot chord 4x2 DF-L #1&Bet.(g) Webs 4x2 DF-L Standard(g) Max JT VERT DEFL: LL: 0.16" DL: 0.22". See detail DEFLCAMB0813 for camber recommendations. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss must be installed as shown with top chord up. 24" I- 6-2-1 --I--- --I- 15-1-3 -1 22.104" Typ. r -I W=3X4 2X3Ill 3X5= 3X3= 4X6 3X6 3X3 3X5= 1-2 0 1J /ti\ _ /- 4/0/ �� - � � - ��\ •••0000° %%%%%%% = 1-2-0 4_10-1-4 = 3X6= 3X5= 3X8= 3X6= 3X63X8= 3X4 W=3X4= << 11-5-2 >I< 11-10-2 2-1-11 . I 1-11-7 „i„ 2-0-30I 2_1_88 4, 1-8-93_5_11-8-9 +1-10-134-g 11 10-14+1-10-134-g 11 10-14+1-10-13-11-15 10-144( will z 4-0-6 23-3-4 Over 3 Supports R=637 W=2.125" R=1345 W=5.5" R=631 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 .y� 'c. St QTY:1 OR/-/1/-/-/R/- Scale =.34"/Ft. Trus-Way,Inc 360-750-1470 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! Oma/ TC L L 40.0 PSF REF R561-- 67352 3901 NE 68th St.,Vancouver WA "IMPORTANT.. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 41 Y Trusses require extreme care In fabricating, handle g, shipping. Installs and bracing. Refer to and Aer,tx0INE-e 19575 P 7 TC DL 10.0 PSF DATE 10/07/14 follow latest edition of BCSI (Building Component Safety Information, y TPI an WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. /l Unless meted otherwise top chard shallhave properly at ,aural sheathing a chord BC DL 5.0 PSF DRW CAUSR561 14280296 hell have a properly a rigidciling. Locations r permanent lateral and o webs r-�. shall have bracing Installed per BCSI sections B3. BT or B10.nasoapplicable. 1107/2014 - ALPINE a ITV Building Components Group Inc. (1TVBCG)shall net be responsible far any deviation from this design. BC LL 0.0 PS F CA-ENG TSB/GWH any failure Y build the truss in conformance with ANSI/11.1 1, or for handling, shipping, Installation A OREGON J acing of trusses. Apply plates to each face of truss and position as shown above and on the Joint TOT.LD. 55.0 PSF SEQN- 781295 Details, unless noted otherwise. Refer to drawings r 160A-Z for standard plate positions. A seal on this '44.20,19°' mg or cover page listing this drawing. end Kates acceptance of professional eng1neerligDU R.FAC. 1 .00 FROM SC ITW BuildingComponents Group, esponslbu Ity solely for the design,hewn. rhe sonata Ity and a e of t sign far any structure Ia w.N� p P the rasponsibillty of the BUIIdIng Designer per ANSI/TPI 1 Sec.2. sror ro nformetlon see This ob's Sacramento,CA 95828 general notes page: ITV-BCG:www.itwbcg.com: TPI www.tpinst.orgo WTCA.www.shclndustry.com. SPACING 24.0" J RE F 1 VAF5 6 1 Z2 1 ICC:www I«safe.org Renewal date 6/30/2015 m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (144111-QUAIL CONSTRUCTION SANDFORD / FLOOR -- 14475 SW 125 TH AVE. TIGARD, OR - F07) Top chord 4x2 DF-L #1&Bet.(g) See detail STRBRIBR0211 for bracing and bridging recommendations. Bot chord 4x2 DF-L #1&Bet.(g) Webs 4x2 DF-L Standard(g) Max JT VERT DEFL: LL: 0.16" DL: 0.23". See detail DEFLCAMB0813 for camber recommendations. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss must be installed as shown with top chord up. 24" I- 6-2-1 -f- -I- 15-1-3 -1 f 22.688" Typ. 3X5 2X3 III 3X6= 3X3= 3X4= 3X8= W=3X4= 3X4= 3X4 I T 1-2-0 igE 3X8= W=3X5= 3X8= 3X5= 3X6= 3X10= 3X5= 3X4= << 13-11-2 3E 9-4-2 >1 2-1-114-0-661-11 7 �L 2-0-3 2-1-8 2-0 3 'I` 2-1-8 'I` 2-0-3_ _ 1-11 3-10-14 1-11-7 1-10-0 1 9 43-6-91-9-4 1-9-4 3-8-13 1-9-4 4 �1 04112 T '1 23-3-4 Over 3 Supports R=712 W=2.125" R=1477 W=5.5" R=462 W=4.125" Note: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) O PROP. • PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .►• i): s.TY:3 OR/ /1/ / /R/ Scale =.34"/Ft. "WARNING'" READ AND FOLLOW ALL NOTES ON THIS SHEET, , Trus-Way,Inc 360-750-1470 CC 061 NEl�AQ Oy TC LL 40.0 PSF REF R561-- 67353 3901 NE 68th S[.,VanCO11VCT WA ..IMPORTANT.. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 19575 P Trusses require extreme care In fabricating. handling, shipping. installing and bracing. Refer to e follow the latest edition of BCS, (Building Component Safety Information, by TPI and WTCA) for safety and T1 • t. • TC DL 10.0 PS F DATE 10/07/14 practices prior co performing these functions. Installers shell provide temporary bracing per BGS,. Unless noted otherwise top chord shall have properly actached structural sheathing and m /- '. BC DL 5.0 PSF DRW CAUSR561 14280297 hall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per BCSI sections 63. B7 or BTO, as applicable. 11/07/2014 P'. ALPINE ITV Building Components Group Inc.n(ITWBCG) shall not be responsible for any deviation from thissign. OREGON J BC L L 0.0 PSF CA-ENG TSB/GWH any failure t build the truss i conformance with ANSI/TPI 1, or for handling, shipping, installation& bracing of trusses. Apply plates to each fete oft use and position as,,hewn above and on t a°Jaint ,9 "eo 20 j9M P TOT.LD. 55.0 PSF S EQN- 781268 Details, unlessnotedotherwise. Refer to drawings r 16OA-Z for standard plate positions. A seal on this yawing or cover page listing this drawing. indicates acceptance f professional engineering ITW BuildingComponents Group,Inc. eSpanalbl l'ty solely Lnr the °'gn:hewn. The°„'t°b"'ty and a of tr °'man far one a R°Lo W.N DUR.FAC. 1 .00 FROM SC P P the esponslbll,tY a e Building Oeslgner war ANsI/TPI 1 Sec.2.sFor me nfor tion s tThcs°fob's Sacramento,CA 95828 general notes page, ITW-BCG wvw.ltwbcg.can. TPI www.tpinst erg,WTCA www.sbcindoatry Co, ICC: www.lccsafe.org Renewal date 8130@015 SPACING 24.0" J REF- 1 VAF5 6 1 Z 2 1 4. 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (144111-QUAIL CONSTRUCTION SANDFORD / FLOOR -- 14475 SW 125 TH AVE. TIGARD, OR - F08) Top chord 4x2 DF-L #1&Bet.(g) See detail STRBRIBRO211 for bracing and bridging recommendations. - Bot chord 4x2 DF-L #1&Bet.(g) Webs 4x2 DF-L Standard(g) Max JT VERT DEFL: LL: 0.16" DL: 0.21". See detail DEFLCAMB0813 for camber recommendations. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss must be installed as shown with top chord up. 6-2-1 24" _I 11-7-3 22.688" Typ.1 2X3111 3X6= 1 .5X3III 3X3= 3X4= 1 .5X3III 3X8= 3X4= 1 .5X3 III 3X3= 1 .5X3111 ! - - \1-2-0 / \ 1-2-0 \0 10-1-4 3X8= 1 .5X3111 1 .5X3111 3X10= iigi 3X6= 3X6= 3X5= 3X3= 1c 13-11-2 >1< 5-10-2 >•I —(I�' 2-1-11 4-0 6 1 11-7 2-0-33 'I` 2-1-88 -I- 2-0-3 '„ 1-11-73 -11 3-10-14-11-7 T 1-10-3 'I` 1-9-7 3 31-9-7 0"72 Ic 19-9-4 Over 3 Supports I R=714 W=2.125" R=1326 W=5.5" R=267 W=4.125" Design Crit: IRC2012/TPI-2007(STD) 0PROple. •TY:3 OR/ /1/-/ /R/ Scale =.375"/Ft. PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .PA, +� g� Trus-E 6 Inc 360-750-1470 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET, 'ASV � 575 P 0�F TC LL 40.0 PSF REF R561-- 67354 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. C/ Y 3901 NE 6 th St.,Vancouver WA 19575 P 11 Trusses require extremera in fabricating. handling, stepping, Installing andand hrCA) for safeting. Refer c follow the latest etllcion of BCSI (Building Component Safety Information, by TPI tya'� • %, TC DL 10.0 PSF DATE 10/07/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted atherw=e tap chord=ha have Properly attached structural sheathing a he /��- BC DL 5.0 PSF DRW CAUSR561 14280298 shall haveea properly attached rigid ceiling. Locationsshownfor permanent lateral and of webs shall have bracing installed per BCSI sections B3, B7 or 010, as apPllcable. 11/07/2014 11 ALPINE ITh Building ComponentsGroupInc. (IT ) shall not be responsible for any deviation from this design. OREGON J BC LL 0.0 PSF CA-ENG TSB/GWH any failure to build truss inconformance tM1 ANSI/TPlrt, p f handling, shopping, n tallation A acing of trusses. Apply plates toeachfate oft use and position as shown above and on the mintTOT.LD. 55.0 PSF SEQN- 781280 Details, unlessnotedotherwise. Refer m drawingsrlGOA-2 for standard plate positions. A seal on this v-n.20.194'3 P drawing or cover page listing this drawing, indicates acceptance of Prefesslonal enginaering 9Ro�n W•N� DU R.FAC. 1 .00 FROM SC TTW Building Components Group,Inc. teheamlbnuslty loy eoly LnihalldsgDecow:r phreAult/TPl 11 ce. opf mi:^ane a Tp7 b:: Sacramento,CA 95828 general notes page: ITh-BCG'wwe.ltwbcg.cm; TPI: www toinst.org,WTCA.www.sbcllwustry.com. Renewal dale 8/3012015 SPACING 24.0" J RE F 1 VAF56 1 Z2 1 ICC,ww.iccsafe.org ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (144111-QUAIL CONSTRUCTION SANDFORD / FLOOR -- 14475 SW 125 TH AVE. TIGARD, OR - F09) Top chord 4x2 DF-L #1&Bet.(g) See detail STRBRIBRO211 for bracing and bridging recommendations. - Bot chord 4x2 DF-L #1&Bet.(g) Webs 4x2 DF-L Standard(g) :W1 3.5"x5.625" DF-L #2(g): Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss must be installed as shown with top chord up. 5-3-14 24" _I 5-1-4 -1 F28.375" Typ. 1X3111 3X8 1X3111 1X3111 3X8-=- 2X3111 1-2-0 W1 1-2I-0 Y ` +10-1-4 Y 3X8 3X4 3X5= 3X8= 2 13 2-7-3 _l, 2-5-2 2-1-88 2-5-2 ....1_ 2-7-6 2 13 5-0-5 5- 0-8 I- 12-5-2 Over 2 Supports ---1 R=674 R=693 W=2.125" Design Crit: IRC2012/TPI-2007(STD) O PROpFs/ TY:5 OR/ /1/ / /R/ Scale =.5"/Ft. PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .'- a: . .: S Trus-Way,Inc 360-750-1470 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! ,A� v.1, TC D-'1'" TC LL 40.0 PSF y "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. V Y REF R561-- 67355 3901 NE 68th St.,Vancouver WA 19575 P 9 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 . r TC DL 10.0 PS F DATE 10/07/14 practices prior to performing these functions. Installers shall provide temporary b acing per BCS1. Unless no otherwise, top c shallhave properly attached structural sheathing and bottom chord / �� BC DL 5.0 PSF DRW CAUSR561 14280299 all M1 a properlyattachedrdigidceiling. Locations is n forpermanentlateral restraint o webs shall have bracing installed per BCSI sections 83, BT or B1O, as applicable. 1(/07/2014 ALPINE TW Building ComponenestGuasp n c. (ITWBCG) s all mat De espons m e far any deviavon fiom this design. OREGON .� BC LL 0.0 PSF CA-ENG TSB/GWH any Pailure t uild Th r onfOrmance w tM1 ANSI/TPlrt, o f handing, shipping, n tallation& bracingf trusses. Apply latex to each fate of truss and position as shown above end on the Join TOT.LD, 55.0 PSF Detail ,of otherwise. Referto drawings r 16OA-Z for standard plate position=. A seal an Lh,s `en.20,1990 Q SEQN- 781216 swing or cover page listing this drawing, indicates acceptance of professional engineering 9Rp�ID w w N� ITW BuddingComponents Group, eSp°" icy salary` e"es'g"sM1" T°' "'t' I"y e e a d;aigb"f °"e aDUR.FAC. 1 .00 FROM SC P P the espansibility o LM1e Building Designer per ANSI/TPI 1 Sec.2.0 U'. n se CTM1csvTob's Sacramento,CA 95828 general notes page. ITW-BCG: www.ltwbcg.com, TPI www tpdnst.orgl WTCA www.sbcimusnny.com, SPACING 2 4.0" JREF-- 1 VAF56 1 Z2 1 ICC rw.., iccsafe.org Renewaldate8(3O12O15 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (144111-QUAIL CONSTRUCTION SANDFORD / FLOOR -- 14475 SW 125 TH AVE. TIGARD, OR - F10) Top chord 4x2 DF-L #1&Bet.(g) See detail STRBRIBR0211 for bracing and bridging recommendations. Bot chord 4x2 DF-L #1&Bet.(g) Webs 4x2 DF-L Standard(g) :W1 3.5"x5.625" DF-L #2(g): Max JT VERT DEFL: LL: 0.31" DL: 0.29". See detail DEFLCAMB0813 for camber recommendations. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss must be installed as shown with top chord up. 1- 5-3-14 2411 9-0-2 16.771" Typ. r 1 1 .5X3 III 4X6= 1 .5X3 III 4X6= 2X3 III 1 .5X3 III 3X3= 1 .5X3 III 3X4= 1 .5X3 III 4X6= 1 .5X3 III - 7 1 1-2-0 W1 ..--- 1-2-0 I'. 10-1-4 4X6= 4X8= 4X6= 3X3= 3X6= 4X8= 3X6= 2'0 1-4-10 I. 1-2-9 1-2-9 1-2-9 2-5-2 2-1-8 1-5-8 1-5-8 < 1-5-8 j 1-5-8 1-5-8 j 1-5-8 ja 1� 2-7-3 T I 2-1-8 I 2-11-1 I 2-11-1 I 3-1-5 fc 16-4-0 Over 2 Supports R=884 R=912 W=3.5" Design Crit: IRC2012/TP I-2007(STD) Ep PROp PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .•- % .��re�`5 (1 '•-Y:2 OR/-/1/-/-/R/- Scale =.5°/Ft. Trus-Way,Inc 360-750-1470 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! V f TC L L 40.0 PSF REF R561-- 67356 3901 NE 68th St,Vancouver WA IMPORTANT.. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 19$75 P Trusses require extreme care in fabricating, handling. shipping. Installing and bracing.Refer to and % TC DL 1 0.0 PSF DATE 10/07/14 follow a latest edition of BCSI (Building Component Safety Information, y TPI and WTCA) for safety 1 practices prior to performing the functions. Installers shall provide temporary bracing per SCSI. Unless n ted otherwise top chordash` have properly attachedstructural sheathing a h ' BC DL 5.0 PSF DRW CAUSR561 14280300 all have a properly attached rigid ceiling. Locations o, shown for permanent lateral restraint of webs 11/07/2014 shall have bracing Installed per BCSI sections Bor 3. BJ B10, as applicable. ALP I NE TW Building Lempo renestG ssp anew O TWeec) shall not ba respoosibole far any deviation fr 5 thea daai0 C) OREGON J BC LL 0.0 PSF CA-ENG TSB/GWH nny failure t uiltl ih onformanca with AN51/Tpl 1, o f r hafoz. ng, shipping. tallation A brac mg o Applyplatesto each face oft ass and position a shown above and a the Joint 1 `an.Por 199 ' TOT.LD. 55.0 PSF S EQN- 781237 Details, unlessnotedotherwise. Referto drawings 160A-2 for standard plate positions.on seal on this 'FOLDN drawing or cover page listing this drawing. indicates acceptance of professlaea engineering a YV. • DU R.FAC. 1 .00 FROM SC esponsibillty solely f the tlesign shown. The suitability c.2 se o sign f any s a Is ITW Building Components Group,Inc. expo=i7-7y, he Benning Des�gner par ANSI pl 1 sec.z.a Forfwo t-Z se�eb s Sacramento,CA 95828 gone s page. ITW-BCG:www.itwbcg.com: TPI: ww.tpinst.org:WTCA.ww.sbcindustry.c°m, Renewaldate6130/2015 SPACING 24.0" JREF- 1 VAF561 Z21 ICC:rwww.iccsafe.org — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR (144111-QUAIL CONSTRUCTION SANDFORD / FLOOR -- 14475 SW 125 TH AVE. TIGARD, OR - FGTA) Top chord 4x2 DF-L #1&Bet.(g) Bottom chord checked for 10.00 psf non-concurrent bottom chord live - Bot chord 4x2 DF-L #1&Bet.(g) load applied per IRC-12 section 301.5. Webs 4x2 DF-L Standard(g) :W6 3.5"x5.625" DF-L #2(g): Deflection meets L/360 live and L/240 total load. Creep increase Connectors in green lumber (g) designed using NDS/TPI reduction factors. factor for dead load is 2.00. Truss must be installed as shown with top chord up. Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 9.34 BC- From 10 plf at 0.00 to 10 plf at 9.34 BC- 180.00 lb Conc. Load at 5.88 F20.146" Typ. 1 1.5X3 III 3X4= 1 .5X3 III 3X4= 3X5= 1 .5X3 III 1 1-2-0 W6 1-2-0 i _ 10-1-4 3X5= 3X4= 3X4= 3X4= 2"4 1-8-14 1-8-14 1-11-11 1-10-2 1-8-1 2"a Icic 3-5-13 I 1-11-11 I 3-8-6 1< 9-4-2 Over 2 Supports R=579 W=5.5" R=628 W=4.125" Design Crit: IRC2012/TPI-2007(STD) CEO PROF. PLT TYP. Wave FT/RT=6%(0%)/4(1) 14.02.#4 %1.1 1 •el�`c'i Y:1 OR/ /1/ / /R/ Scale =.75"/Ft. Trus-Way Inc 360-750-1470 URWARNING'• READ AND FOLLOW ALL NOTES ON THIS SHEET, (g AQ 'L TC LL 40.0 PSF REF R561-- 67357 3901 NE 68Th St.,Vancouver WA •.IMPORTANT•' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 19575 P 'T! an Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to d r TC D L 1 0.0 PSF DATE 10/07/14 e latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety /' practices prior to performing t functions. Installers shall provide temporary bracing per SCSI /� Unless noted otherwise top chordsshal lhaveproperly attached structural sheathing a chord �l / BC DL 5.0 PSF DRW CAUSR561 14280302 a a properly attached rigid ceiling. Locationsshownfor permanent lateral restraint o webs 1 1�07�2014 shall have bracing installed per BCSI sections 63, BT or B10, as applicable. NNW ALPINE s ITW Building Inc. (ITWBCG)shall set be responsible for any deviation from this design' �, OREGON BC L L 0.0 PSF CA-ENG TSB/GWH any failure to build theconformance with ANS I/TPI 1, o f handling, shipping. installation& bracing o Applyplatesto each face of truss and position as shown above and e mint 100,:4".20,101' P TOT.LD. 55.0 PSF SEQN– 14718 REV Details, unless noted otherwise. Refer to drawings r 160A-Z for standard plate positions.onAts al on this drawing or cover page listing this drawing, indicates acceptance of professional engineering eI C 0 W• "� DU R.FAC. 1 .00 FROM SC ITW Building Components Group,Inc. rt-7,==:2',7,7.'2;the 27.:7:;%.=pTILTbPiy en .a 1:rm s ms e —,-=";:.!: Sacramento,CA 95828 general notes page. ITW-BCG: itb : TPI' www.tpinst erWTCA www.sbelndustraomldate813012015 SPACING 24.0" JREF– 1 VAF561_Z21 'cc: w rcra a. wcg.comg, y. , Renewal safe erg SWAY THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (144111-QUAIL CONSTRUCTION SANDFORD / FLOOR -- 14475 SW 125 TH AVE. TIGARD, OR - FGTB) Top chord 4x2 DF-L #1&Bet.(g) See detail STRBRIBRO211 for bracing and bridging recommendations. - Bot chord 4x2 DF-L #1&Bet.(g) Webs 4x2 DF-L Standard(g) :W7 3.5"x5.625" DF-L #2(g): Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Truss must be installed as shown with top chord up. TC- From 100 plf at 0.00 to 100 plf at 11.84 BC- From 10 plf at 0.00 to 10 plf at 11.84 TC- 180.00 lb Conc. Load at 8.15 1_22.61" Typ. 1X3 III 3X6= 1X3111 3X3= 1 .5X3 III 4X6= 1X3111 1.4iiiiiiiiiii :____. L ' 1 1-2-0 1-2-0 adllIllih :� 10-1-4 Y 3X8= 4X12= —� 3X5= 3X 2 a 1-11 6 3-10-12 1-11-6 1-11 6 4 0 13 2-1-7 y 1-10-1 3-8-6 1-8-1 6.j [< 11-10-2 Over 2 Supports R=706 W=5.5" R=777 W=4.125" Design Crit: IRC2012/TPI-2007(STD) ,EO PROFF PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .f<. •o: A S',p: Y:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Trus-Way,Inc 360-750-1470 `WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET, /C� �G 15 p I A TC LL 40.0 PSF REF R561 67358 3901 NE 68th St.,VanCOUVCT WA "IMPORTANT'• FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. V 1 9575 P r Y Tru require extreme a in fabricating, handling, shipping, Installing and bracing. Refer to and follow Trusses latest edition care (Building Component Safety Information, by TPI and 11TCA) for safety • %, TC DL 10.0 PSF DATE 10/07/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCS,. Unless no otherwise, top chord shall have properly attached structural sheathing a chord hall have a properly attached rigid ceiling. Locate shorn for;�° nen= lateral restraint of web= �� BC DL 5.0 PSF DRW CAUSR561 14280301 shall have bracing installed per SCSI sections 33. 87 or BIO, as applicable. 11/07/2014 ALPINE 5 ITW Building Components Grooui Group Inc. (ITWBCG) shall not be responsible for any deviation from this design. OREGON J BC LL 0.0 PSF CA-ENG TSB/GWH any failure to build the r conformance with ANSI/TPI 1, o for handling, shipping. InsCallation& 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 rawings 160A-2 for standard plate positions. A=al on this 1,,Q •n.2, .- �P TOT.LD. 55.0 PSF S EQN— 781310 drawing or cover page listing this drawing,d Indicates acceptance of professional engineering` OLD ITW BuildingComponents Inc. ,o°°nalbl 2 eelaly f t"a dealgn anawn' Tha s0'tablly and a a s dea,gn far aBOy a era w'N DUR.FAC. 1 .00 FROM SC P T Cho esponslbility o Che Building Designer per ANSI/Tpl 1 $ec.2.usForfiw InPormetion s tThcis johns Sacramento,CA 95828 general „e s page: ITW-BCG:www.itwbcg.cam: TP1, wwv.tpinst.org:WTCA: wo.sbclndustry.cam: Nenewaldale BI30 20 5 SPACING 24.0" JREF- 1 VAF56 1 Z 2 1 ICC:www.iccsafe erg — • STRONGBACK BRIDGING RECOMMENDATIONS t I.-All scab-on blocks shall be a minimum 2x4 BUTT STRONOBACK "stress graded lumber." BRIDGING TOGETHER All strongback bridging and bracing shall be a minimum 2x6 "stress graded lumber." 111111 ��'/�� ►The purpose of strongback bridging is to p- ATTACH SCAB WITH I0d BOX/GUN develop load sharing between individual trusses, 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB 6' C.C. NOTE, IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2X6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0" o.c. (max.) NOTE: Details I 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) 10d COMMON important structural requirement of any floor (0.148'x3') NAILS OR O (4) 106 BOX/GUN or roof system. Refer to the Truss Design 28'x3.0') NAILS Drawing (TDD) for the bracing requirements for � � each individual truss component. "Bridging," �7y� 1111110011I particularly "strongback bridging" is a // klitio., recommendation for a truss system to help 1,1111 � / control vibration. In addition to aiding in the Pi �r� ` ' t10 distribution of point loads between adjacent ..40�` ' �� truss, strongback bridging serves to reduce `♦ ► "bounce" or residual vibration resulting from 'I STRONGBACK BRIDGING .40.1111 SPACING REQUIREMENTS moving point loads, such as footsteps. IIIII Up to 40'None required 10'to 20'l rot(ot center of span) The performance of all floor systems are (2) IOd COMMON (0.148'x3.0') OR 20'to 30'2 rows(1 at each I/O points) enhanced by the installation of strongback BOX/GUN (0,128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK, 30'to 40'3 rows(I at each 1/4 points) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. Over 40' Space rows at 10'DL points) bridging and therefore is strongly recommended SCAB—ON BLOCK. ATTACH by ITW Building Compents Group Inc. STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)1Od BOX/GUN (0.128'x3.0') For additional information regarding strongback NAILS. / bridging, refer to BCSI (Building Component '' `'//0" /I Safety Information), 110... 11 i lisogy ilia 744.4 000' V 41, Aillio , I 1 / ATTACH STRCNGBA . �/ (2)TO DTO4 . OFFS STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES ��5 G1N�� sio -1- ..WARNING..READ AND FOLLOW ALL NOTES ON THIS SHEET! 19575 P 7 TC LL PSF REF STRONGBACK Trusses require extreme core in fabricating,handling,shipping,installing and bracing Ref- .e. nd follow BEST(Builanng Component Safety Infornation,by DPI and WTCA)for safety practices to r . 17.7 perforiNng these functions, Installers shall provide temporary bracing per BCSI. Unless ate• AOF TC DL PSF DATE 2/28/11 otherwise,top chord shall have properly attached structural panels and bottom chord allki. properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs all a e bracing installed per BEST sections B3&B7. See this job's general notes page for more For tion 11/07/2014 BC DL PSF DRWG STRBRIBRO211 oIHPORDANTxw FURNISH COPY OF THIS DESIGN i0 INSTALLATION CONTRACTOR OREGON BC LL PSF ITV Bulltling Components Group Inc.(ITV BCG)shall not be responsible for any deviation iron 41 1107/1 0 Butting Components Group Inc. design,any failure to build the truss in conformance with TPI,or fabricating,handling,shippin '9. t.20.1 9 G ' installing 6 bracing of trusses. ITWBCG connector plates ore made of 20/l8/l6GA(W,H/S/K)AS NII TOT. LD. PSF grade en37/not Details/H,S)gals.steel, Apply plates to each Face of truss,positioned as shown a• -e. ,0 •Il Aan seal on this drawing or cover page Indicates acceptance and professional engineering responsibility Y� solely for the truss component design shown The suitability and use of this component for any Re -wal date 613613012010 DUR. FAC. 1.00 building is the responsibility of the Building Designer per ANST/TPI I Sec.2. Earth City MO63045 ITV-BCD.www.itwbcg,coni TPI'www.tpinst.comi VILA.www.sbcindustry.coni ICC.www.iccsafe.org SPACING