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Plans (3) s7—;4 of 5-- �UUS y DrJ Engineering, LLC (FKA:DrJ Consulting,LLC) ENGINEERING«c 6300 Enterprise Lane Madison WisM53719 Re: J 1504462 JUL 28 2015 Westwood Homes- Lot 1 MiTek 20/20 7.6 U�TYOFTIGARD BUILDING DIVISION The Truss Design Drawing(s)(TDD[s])referenced have been prepared based on the construction documents (also referred to at times as "Structural Engineering Documents")provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to DO Engineering(DrJ) by ProBuild (Beaverton). These TDDs(also referred to at times as "Structural Delegated Engineering Documents")are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer(i.e., Specialty Engineer),the seal here and on any TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements.Please review all TDDs and all related notes. Pages or sheets covered by this seal: 110225524 thru I10225540 My license renewal date for the state of Oregon is December 31,2015. Important Notice: Each TDD uses Metal Connector Plate(MCP)design values published by MCP manufacturers. Any referenced connectors use design values published by the connector manufacturer or the American Wood Council per the National Design Specification(NDS) for Wood Construction. The TDD further uses lumber design values published by the applicable lumber rules-writing agency as approved by the American Lumber Standards Committee. These are incorporated into lumber design provisions and equations created by the American Wood Council and input into modeling and analysis TDD software created and owned by the MCP manufacturers. The lumber design values correspond with the grade stamp identified by the Truss Manufacturer on the lumber prior to cross cutting. The lumber grading rules published by the rules-writing agency shall apply to the Owner, Building Designer and Contractor. All capitalized terms are as defined in ANSI/TPI 1,the National Design Standard fi I IH} Ss nected Wood Truss Construction(TPI 1). �NGIid�F9 X02 Q� 85525PE p� OREGON EPJA O� RENEWA 1/2015 i July 27,2015 Ryan Dexter, P.E. ` The design assumptions, loading conditions,suitability and use of this set of Truss designs for any Building is the responsibility of the Owner,the Owner's authorized agent or the Building Designer, in the context of the IRC,the IBC, the local building code and TPI LThe approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI)published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any Building. Copyright C 2014 DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from DrJ. Job Truss Truss Type Qty Ply Westwood Homes-Lot 1 110225524 IJ1504462� A01 GABLE 1 1 Job Reference(optional) ProBuild, Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37:19 2015 Page 1 • I D:Jac_KrzsXH9gDYNJail Rg7z7yPK-I izEsERH28wnHkD4b7hjl6UzvLbPNPaBX8319kytu NE 1-0 10-9-0 21-6-0 2-6 r, 1-0-0 10-9-0 10.9-0 -" 4x4= Scale=1:61.5 6 8 10.00 12 5 9 4 1 10 13 81 3x4 3 5 2 9 13 11 3x4 4 22 1 5 1 4 0 2 12 ]a3 i 4x8 i 4x8 23 22 21 20 19 18 17 16 15 14 3x4= '21:11 1-0 Plate Offsets(X Y)— [2:0-3-2.0-2-01,[6 0-2-0.0-0-81.[8,0-2-0 0-0-81,[12:0-3-2.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) 0.00 13 n/r 90 MT20 220/195 (Roof Snow--25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) 0.00 13 n/r 120 TCDL 7.0 Rep Stress Incr Yes WB 0.14 Horz(TL) 0.01 12 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012lrP12007 (Matrix) Weight:168 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G WEBS 1 Row at midpt 7-18 REACTIONS. All bearings 21-6-0. (Ib)- Max Horz2=-269(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)2,23,12 except 19=-123(LC 10),20=-11 O(LC 10),22=-104(LC 10), 17=-120(LC 11),16=-110(LC 11),15=-104(LC 11),14=-101(LC 11) Max Grav All reactions 250 Ib or less at joint(s)2,18,19,20,22,23,17,16,15,14,12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-1-0-Oto 2-0-0,Exterior(2)2-0-0 to 7-8-10,Corner(3)7-8-10 to 10-8-10,Exterior(2) 13-8-10 to 19-6-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct--1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. PRQFFss 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��j NGI NSF /0 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will �� 9 fit between the bottom chord and any other members. Q 85525PE r 10)A plate rating reduction of 20%has been applied for the green lumber members. 11),_Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,23,12 except Qt=lb)19=123,20=110,22=104,17=120,16=110,15=104,14=1 01. 1:�This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 137)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. - 14)No notches allowed in overhang and 10000 from left end and 10000 from right end or 12"along rake from scarf,whichever is larger. ? � ~Minimum 1.5x4 tie plates required at 2-0-0 D.C.maximum between the stacking chords. For edge-wise notching,provide at least one tie plate between each notch. BSEP LOAD CASE(S) Standard RENEWAL DATE: 12/31/2015 July 27,2015 WARNING-Please thoroughly review the"Customers Acknowledgem in of ProBuild Standard Terns for Manufactured Products"form.Verify design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e..Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitadliry and use of this Truss for any Builds is the responsibility of the Owner,the Owner's authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1 The approval of the TDD and any field use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(BCSq published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined in TPI 1. ENGt1NMING LLC Copyright 02014 ProBuildDJ Engineering,LLC,(Dr J).Reproduction of this document,in any form,is prohibited without written permission from ProBuild-0rJ. Jo�V 1 ;::SS�T pe Qty PlyWestwood Homes-Lot 1 5 1 Job Reference(optional) ProBuild, Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37:20 2015 Page 1 ' ID:Jac_KrzsXH9gDYNJailRg7z7yPK-nuXc4aRvpS2euuoG9gCyHK05UluW6oeLmopahAytuND 1-0-0 54-8 10-9-0 16-1-8 21-0-0 2-0 1-0-0 5-0-6 5-0.8 5-4-8 5-4-8 -0-0 4x4= Scale=1:59.9 4 12 13 10.00 12 2x4 \\ 2x4 q 3 5 0 4 11 3- 14 V 2 6 7 Id 10 15 16 9 8 3x4�/ 3x4 N\ 3x4 = 3x4 = 3x4 = 14-4-0 7-2-0 7-2:Q 7-2-0 Plate Offsets(X.Y)— 62:0-1-9.0-1-81 f4�0-2-0 0-1-81.f6 0-1-9 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.10 8-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.18 8-10 >999 180 TCDL 7.0 Rep Stress Incr Yes WB 0.40 Horz(TL) 0.03 6 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:111 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&BIT G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (Ib/size) 6=962/0-5-8 (min.0-1-8),2=962/0-5-8 (min.0-1-8) Max Horz 2=-281(LC 8) Max Uplift6=-206(LC 11),2=-206(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-1137/235,3-11=-943/253,3-12=-1014/347,4-12=-932/360,4-13=-932/360, 5-13=-1014/347,5-14=-943/253,6-14=-1137/235 BOT CHORD 2-10=-221/933,10-15=-15/593,15-16=-15/593,9-16=-15/593,8-9=-15/593, 6-8=-95/792 WEBS 4-8=-243/576,5-8=-360/332,4-10=-243/576,3-10=-360/331 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Intehor(1)2-0-0 to 7-9-0,Exterior(2)7-9-0 to 10-9-0,Interior(1)13-9-0 to 19-6-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PR 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will OFFrS+s fit between the bottom chord and any other members,with BCDL=10.0psf. GI N 6)A plate rating reduction of 20 has been applied for the green lumber members. /o R 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt--lb)6=206, Q� $5525PE �9l 2=206. 8)This truss is designed in accordance with the 2012 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �� ✓ RE ON 1 � _ 4�pSEP" Oti RENEWAL DATE: 12/31/2015 July 27,2015 WARNING-Please thoroughly review the-Customers Acknowledgement of ProBuild Standard Terms for Manufactured Products'form.Vent'design parameters and read notes on this Truss Design Drawmg(TDD) and the DO Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner,the Owners authodzed agent or the Building Designer,in the context of the IRC,the IBC,Me local building Dobie and TPI 1.The , approval of the TDD and any field use of the Truss,including he ling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(SCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined in TPI 1. r� Copyright O 2014 ProBalld-0rJ Engineering,LLC,(DrJ).Reproduction of this document,in a form,is prohibited without wntten ENGINEERING LLC .� pr Try pr permission from Proauikd-0rJ. Job Truss Truss Type Qty Ply Westwood Homes-dot t 110225526 it 504462 A03 Common Girder 1 Job Reference(optional) ProBuild, Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37:212015 Page 1 ID:Jac_KrzsXH9gDYNJailRg7z7yPK-F457HwSXalAVW2NSjYkBgXZE585prDOU_SY7DcytuNC 5 4-8 10-9-0 16-1-821-6-0 5-4-8 5A-8 5A-8 54-8 4x6 11 Scale=1:59.3 3 10.00 12 11 12 3x6// 3x6 2 4 10 13 2- -8 1 5 1-7 5.7 jQ 6 7 0 3x8 /i 9 8 6 3x8 3x6 8x8 = 5x12 MT18H = 3x6 n 5-4-8 10-9-0 16-1-8 91.6-0 5.4-8 5-" 5-0-8 5-4.8 _Plate Offsets(x Y)— (1,0-1-9.0-1-8).1270-2-4.0-1-81-L470-2-4 0-1-81 [5Q-1-9.0-1-81,[670-4A 0-1-81 [870-4-0 0441 [970-4-4.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.08 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -0.20 6-8 >999 180 MT18H 220/195 BCDL 7.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.06 5 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:253 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G'Except' 3-8:2x4 DF No.1&Btr G REACTIONS. (Ib/size) 1=5091/0-5-8 (min.0-2-15),5=5091/0-5-8 (min.0-2-15) Max Horz 1=-257(LC 6) Max Upliftl=-1392(LC 10),5=-1392(LC 11) Max Grav 1=5562(LC 17),5=5562(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-6801/1739,2-10=-6718/1756,2-11=-4547/1251,3-11=-4440/1264, 3-12=-4440/1264,4-12=-4547/1251,4-13=-6717/1756,5-13=-6801/1739 BOT CHORD 1-9=-1364/5275,8-9=-1364/5275,7-8=-1236/5131,6-7=-1236/5131,5-6=-1236/5131 WEBS 3-8=-1468/5429,4-8=-2337/777,4-6=-612/2683,2-8=-2336(776,2-9=-611/2681 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS p PROF (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-9-0,Exterior(2)7-9-0 to 10-9-0,Interior(1)13-9-0 `�Q`, £sar to 18-3-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate c0 NG111dEF /0 grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 Q� 85525PE '9f 5)All plates are plates unless otherwise indicated. 6)-This been truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 'fit between the bottom chord and any other members. _ 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--lb)1=1392, � /( 7 2 r,LO �A<4; �5=1392. 10)This truss is designed in accordancewith the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. SEPH 11)Girder carries tie-in span(s):21-6-0 from 0-0-0 to 21-6-0 12)"Fix heels only'Member end fixity model was used in the analysis and design of this truss. RENEWAL DATE:12/31/2015 LOAD CASE(S) Standard Continued on page 2 July 27,2015 AWARNING-Please thoroughly review the'Customers Acknowledgement of ProBuikt Standard Terns for Manufactured Products form Venty design parameters and read notes on alis Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitabilN and use of this Truss for any Building is the responsibi2 of the Owner,the Owner's authorized agent or the B"Id r Desigger,in the context of Me IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Tmss,including handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the I practices and guidelines of Builing Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terns are as defined in TPI 1. ENGINEERINGLLC Copyright 0 2014 ProBuill-0rJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written perp fission from ProBulld-0rJ. Job Truss Truss Type Qty Ply Westwood Homes-Lot 1 10225526 J1504462., A03 Common Girder 1 Job Reference(optional) ProBuild, Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 1037:21 2015 Page 2 I D:Jac_KresX H9gDYNJaiI Rg7z7yPK-F45?HwSXalAV W2NSjYkBgXZE585prDOU_SY7DcytuNC LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-5=-420(F=-400) p��FFss ��5 �N(,1 NFF9 X02 85525PE OREGON 1112, SEP" RENEWAL DATE: 12/31/201S July 27,2015 AWARNING-Please thoroughy,review the-Customer's Acknowledgement of ProBuid Standard Terms for Manufactured Products-form.Verify design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss De gn Engineer(.e.,Specialty Engineer), the seal on any TDD represents en acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitadGty and use of this Truss for any Building M the responsibi6Nty of the Owner,the Owner's authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The ia/approval of the TDD and any field use of the Truss,indudi�hardbng,storage,installation and bracing,shall be Me responsibility of the Building Designer and Contractor.All notes set out In the TDD end the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined in TPI 1. ENr7INMING LT. LC Copyright 0 2014 ProBuikd-DrJ Engineering,LLC,(DrJ).Reproducbon of this document,in any form,is prohibited without written pern fission from ProBuikd-DrJ. rJpb ( Truss Truss Type Qty Ply Westwood Homes-Lot 1 110225527 J1504462—, B01 GABLE 2 1 Job Reference o tional ProBuild, Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37:22 2015 Page 1 I D:Jac_KrzsXH9gDYNJail Rg7z7yPK-jHfNVGT9L3l M8ByeGFFQM16UbYcHamTd D61 hm2ytu NB 10-0-0 20-0-0 10-0-0 10-0-0 4x4 = Scale=1:57.0 7 lo.0o 12 8 ck 1 9 1 71 4 13 81 13 9-13 10 2 1 11 d 1id 3x4 20 19 18 17 16 15 14 13 12 3x4 5x6 = 20-0-0 20-0-0 Plate Offsets(X Y)— (1:0-0-8.0-1-01,f6:0-2-0.0-0-121,[670-2-0.0-0-121,[1170-0-8,0-1-01,[19:0-3-0.0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a n/a 999 MT20 220/195 (Roof Snow--25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) n/a n/a 999 TCDL 7.0 Rep Stress Incr Yes WB 0.19 Horz(TL) 0.00 11 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012ITP12007 (Matrix) Weight:150 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G REACTIONS. All bearings 20-0-0. (lb)- Max Horz 1=230(LC 6) Max Uplift All uplift 100 Ib or less atjoint(s)1,11,20 except 17=-123(LC 10),18=-109(LC 10),19=-104(LC 10), 15=-121(LC 11),14=-108(LC 11),13=-108(LC 11),12=-103(LC 11) Max Grav All reactions 250 Ib or less atjoint(s)1,11,16,17,18,19,20,15,14,13,12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 6-11-10,Corner(3)6-11-10 to 9-11-10,Exterior(2) 12-11-10 to 16-7-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category Il;Exp B;Fully Exp.;Ct=1 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PRQFFss 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �Cj GIN 9)A plate rating reduction of 20%has been applied for the green lumber members. DC7 29 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,11,20 except Q 85525PE 1r (jt=lb)17=123,18=109,19=104,15=121,14=108,13=108,12=103. 1 i)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. i13)No notches allowed in overhang and 0 from left end and 0 from right end or 12"along rake from scarf,whichever is larger. Minimum 70N 1.5x4 tie plates required at 2-0-0 D.C.maximum between the stacking chords. For edge-wise notching,provide at least one tie plate EC between each notch. LOAD CASE(S) Standard ✓�SE`�t �� RENEWAL DATE:12/31/2015 July 27,2015 WARNING-Please thoroughly review the"Customers Acknowledgement of ProBuild Standard Terns for Manufactured Products"form.Verity design parameters and read notes on this Truss Design Dravang(TDD) and the Dr.)Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitability and use of this Truss for any Build?is the resporsibiht of the Owner,the Owners authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Tmss,including handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(SCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilitles and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for arry building.All capitalized terns are as defined in TPI 1 � ENGINEERING ttC Copyright 0 2014 ProBuild-0rJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written perrnission from ProBuildDr.). ,Jobe Truss Truss Type Qty Ply WesMrood Homes-Lot 1 110225528 J1504462�, 802 Common 19 1 Jab Reference o tional ProBuild, Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37:23 2015 Page 1 ID:Jac_KrzsXH9gDYNJailRg7z7yPK-BTDlicUo6NQDILWrgzmfvyedsytzJBcnSm1 ElVytuNA 5-0-0 10-0-015-0-0 20-0-0 5-0-0 5-0-0 5-0-0 5-M 4x4= Scale=1:53.8 3 10.00 12 8 9 2x4 2x4 N Z 4 c? 10 2 5 N - Io 3x8 = 6 3x8= 3x8= 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets(X.Y)— [1:0-8-0.0-1-9],[5:0-8-0 0-1-9j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.13 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.42 5-6 >556 180 TCDL 7.0 Rep Stress Incr Yes WB 0.26 Horz(TL) 0.03 5 n/a n/a BCLL 0.0 Code IBC2012ITP12007 (Matrix) Weight:93 Ib FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (Ib/size) 1=824/0-5-8 (min.0-1-8),5=824/0-3-8 (min.0-1-8) Max Horz 1=-242(LC 8) Max Uplift1=-157(LC 10),5=-158(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-1015/263,2-7=-856/278,2-8=-787/247,3-8=-666/260,3-9=-666/260, 4-9=-787/247,4-10=-860/279,5-10=-1020/265 BOT CHORD 1-6=-236!779,5-6=-120!733 WEBS 3-6=-187/661,4-6=-345/299,2-6=-336/296 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-0-0,Exterior(2)7-0-0 to 10-0-0,Interior(1)13-0-0 to 16-10-4 zone;Cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. D PROF 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=157, 5=158. �Gj ��(G3,1 N R /� 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TP1 1. 8)"Fix heels only'Member end fixity model was used in the analysis and design of this truss. 85525PE r IeOAD CASE(S) Standard SEP H Q RENEWAL DATE: 12/31/2015 July 27,2015 WARNING-Please thoroughly review the-Customers Acknowledgement of ProBuld Standard Term for Manufactured Products'form Verify design parameters and read notes on this Truss Design Drawing(TDD) and the DO Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MITek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitabili,7 and use of this Tmss for any Building is the responsibility of the Owner,the Owner's authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The ' 8pprova of the TDD and any field use of the Truss,including ha ling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out In the TDD and the practices and guidelines of Building Component Safety Infomlation(SCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the resporisibilifies and duties of Ne Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined in TPI 1. ENGINEERING LLC Copyright O 2014 ProBuild-0rJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from PmBuild-0rJ. �ob Truss Truss Type Qty Ply Westwood Homes-Lot t 110225529 J1504462 803 Common 5 1 Job Reference(optional) ProBuild, Beaverton,OR 97005 7 600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37:23 2015 Page 1 ID:Jac_KrzsXH9gDYNJailRg7z7yPK-BTDlicUo6NODILWrgzmfvyedvyt5JCknSm1 EIVytuNA i 5-0-0 i 10-0-0 150-0 19-8-14 5-0-0 5-0-0 5-0-0 491-14 4x4 = Scale=1:53.8 3 10.00 12 8 9 2x4 2.4 2 4 7 10 2 -6 5 1 d 5"d 3x8 = 6 3x8 II 3x6 = i 1041-0 19-8-14 i 10-0-0 M-14 Plate Offsets(X Y)- [1:0-8-0.0-1-51 [5 0-3-9.EdoeJ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.13 1-6 >999 240 MT20 220/195 (Roof Snow--25.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.41 1-6 >570 180 TCDL 7.0 Rep Stress Incr Yes WB 0.25 Horz(TL) 0.02 5 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 (Matrix) Weight:92 Ib FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.l&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 DC purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G WEDGE Right:2x4 DF Std REACTIONS. (Ib/size) 1=817/0-5-8 (min.0-1-8),5=817/Mechanical Max Horz 1=242(LC 7) Max Upliftl=-1 56(LC 10),5=-155(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-1003/262,2-7=-845/276,2-8=-775/245,3-8=-656/258,3-9=-655/258, 4-9=-774/245,4-10=-841/274,5-10=-998/260 BOT CHORD 1-6=-235/772,5-6=-114f706 WEBS 2-6=-337/296,3-6=-185/647,4-6=-327/294 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-0-0,Extedor(2)7-0-0 to 10-0-0,Interior(1)13-0-0 to 16-8-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ED PREF SS fit between the bottom chord and any other members. Ql F 5)A plate rating reduction of 20%has been applied for the green lumber members. �Gj GIN 6)Refer to girder(s)for truss to truss connections. DC7 �j.9 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)1=156, Q 85525PE r 5=155. fit This truss is designed in accordance with the 2012 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard SEP" � RENEWAL DATES 12/31/2 015 July 27,2015 WARNING-Please thoroughly review the"Customer's Acknowledgement of ProBuiki Standard Terms for Manufactured Products'form.Verify design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.Asa Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitabiGN end use of this Truss for any Buildi?is the responsibi:,of the Owner,the Owner's authorized agent or the Buiklingg Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss,including handling,storage,installation and bracing,shall be the responsihi6ty of the Building Designer and Contractor.All notes set out in the TDD and the practices ant Information guidelines of Building Component Safety Informan(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any hulloing.All capitalized terms are as defined in TPI 1. _Zj. ENGINMING LLC Copyright 02014 ProBuikl-0rJ Engineering,LLC,(00).Reproduction of this document,in any form,is prohibited without written permission from ProBuikl-0rJ. Job Truss Truss Type Qty Ply Westwood Homes-Lot 1 110225530 J1504462 C01 GABLE 1 1 Job Reference(optional) ProBuitd, Beaverton,OR 97005 7.600 a Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37:25 2015 Page 1 I D:Jac_KrzsXH9q DYNJail Rg7z7yPK-7sKV7HV2e_gx?fgDyOo7_NjtUmaPn6J4v4WLMNyluN8 �t 4-7E 9-2-12 1310.2 18-5-8 19-5-8 F1-0-0� 4-7-6 4-7-6 4-7� 4-7b 1-0-0 4x4= Scale=1.53.0 1 10.00 12 2-13 27 - 26 5 1 1 9 3x4 25 28 3x4 1 6 11.1 B 2- 2 2 1 9 v 2 6 v a1 7 Id 4x8 = 8 axe= 5x8= i 9-2-12 18-5.8 9-2-12 9-2-12 Plate Offsets(X Y)— [2:0-5-4.0-2-01,[6 0-5-4 0-2-0].[8,0-4-0.0-341,[10.0-2-0 0-0-121,[17 0-2-0.0-0-1211 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.09 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.29 2-8 >740 180 TCDL 7.0 Rep Stress Incr Yes WB 0.25 HOrz(TL) 0.02 6 n/a n/a BCLL 0.0 ' Code IBC2012/TPI2007e BCDL 10.0 (Matrix) Weight:150 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. Except: BOT CHORD 2x4 DF No.1&Btr G 6-0-0 oc bracing:2-3,34,4-5,5-6 WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G JOINTS 1 Brace at Jt(s):4,5,3 REACTIONS. (Ib/size) 2=835/0-5-8 (min.0-1-8),6=835/0-5-8 (min.0-1-8) Max Horz2=233(LC 9) Max Uplift2=-185(LC 10),6=-185(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-25=-970/228,3-25=-916/249,3-26=-739/203,4-26=-629/217,4-27=-629/217, 5-27=-739/203,5-28=-916/249,6-28=-970/228 BOT CHORD 2-8=-214/774,6-8=-103!722 WEBS 4-8=-138/628,5-8=-352/275,3-8=-352/275 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-11-0-0 to 2-0-0,Interior(l)2-0-0 to 6-2-12,Exterior(2)6-2-12 to 9-2-12,Interior(l) 12-2-12 to 16-5-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Fully Exp.;Ct=1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 5 ��D P F fss non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. GI N / 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 85525PE 2� 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 70)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt--lb)2=185, 6=185. �� E 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. QSEPH 14)No notches allowed in overhang and 10000 from left end and 10000 from right end or 12"along rake from scarf,whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c.maximum between the stacking chords. For edge-wise notching,provide at least one tie plate between each notch. RENEWAL DATE: 12/31/2015 LOAD CASE(S) Standard July 27,2015 WARNING-Please thoroughly review the'Customels Ack—Aedgement of ProBulld Standard Terms for Manufactured Products-form Venfy design parameters and read notes on this Truss Design Drawing(TDD) and the DO Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek wnnector plates shall be used for this TDD to be valid.As a Truss Design Engineer(.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner,the Owner's authorized agent or the Buiklirr�gg Designer,in the context of the IRC,the IBC,the local Wilting code and TPI 1.The approval of the TDD and any field use of the Truss,including handling,storage,installation and bracing,shall be the resporri ifity of the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(SCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Desiticegn Engineer and Trims Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined in TPI 1. ENGINEERING LLC Copyright 0 2014 PmBuild-0rJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProBuild-0rJ. Job Truss Truss Type Qty Ply Westwood Homes-Lot 1 110225531 J1504462 002 Common 2 1 Job Reference o tional ProBuild. Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37:26 2015 Page 1 I D:Jac_KrzsXH9gDYNJail Rg7z7yPK-b2uu Kd Wg PlondpFQ V5JMXbG8R9wg WQFD8kGuvgytuN7 r1-0-0 4-7-6 9-2-4.7-612 13-10-2 18-5-8 19-5-8 4-7-6 4-7-6 4-7-0 r1-0-0 4x4 = Scale=1:50.3 4 11 10.00 12 10 2x4 2.4 3 5 9 12 3- 8 yo 2 6 v d 1 7 �o 4x6= 6 4x6 = 3x8 = 9-2-12 18-5-6 9-2-12 9-2-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.19 6-8 >999 240 MT20 220/195 (Roof Snow--25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.29 2-8 >743 180 TCDL 7.0 Rep Stress Incr Yes WB 0.78 Horz(TL) 0.02 6 n/a n/a BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Weight:89 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. WEBS 2x4 DF Std G REACTIONS. (Ib/size) 2=835/0-5-8 (min.0-1-8),6=835/0-5-8 (min.0-1-8) Max Horz2=-245(LC 8) Max Uplift2=-182(LC 10),6=-182(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-918/688,3-9=-773!706,3-10=-709/664,4-10=-590/684,4-11=-590/684, 5-11=-709/664,5-12=-773/706,6-12=-918/688 BOT CHORD 2-8=-423/651,6-8=-423/651 WEBS 4-8=-749/529,5-8=-308/269,3-8=-308/268 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-2-12,Exterior(2)6-2-12 to 9-2-12,Interior(1) 12-2-12 to 16-5-8 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ED PROF s 6)A plate rating reduction of 20%has been applied for the green lumber members. Q� F 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=182, �GJ��NGf�IEFR s/0 6=182. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Q 85525PE l 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard OREG ✓pSEP" O RENEWAL DATE: 12/31/2015 July 27,2015 WARNING-Please thoroughly review the"Customers Acknowledgement of ProBUIld Standard Terms for Manufactured Products"form Verify design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(.e.,Specialty Engineer), the seal on any TDD represents an acceptanoe of the professional engineering msponsilblity for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitability and use of thus Truss for any Building is the responsibility of the Owner,the Owner's authorized agent or the Building Designen,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss,including handling,storage,installation and bracing,shall be the responsibility o1 the Building Designer and Contractor.All notes set out in the TDD and the I practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined in TPI 1 ENGINEERING LLC Copyright 0 2014 PmBuild-Dr,l Engineering,LLC,(DrJ).Reproduction of this document,in arry form,is prohibited without written permission from PmBuild-DrJ. Job Truss Truss Type Qty ]PI �Homes. ottJ1504462—, CO3 Common Girder 1jWestwood ional ProBuild, Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37:26 2015 Page 1 ID:Jac_KrzsXH9gDYNJail Rg7z7yPK-b2uuKd WgPlondpFO V5JMXbG879s4WQ2D8kGuvgytuN7 4-7-6 9-2-12 1310-2 18-5-8 4.71 4-7-614-7-6 4-7-6 4x4 = Scale=1:49.8 3 10.00 12 3x4 3x4 2 4 2- 5 1 5 I d E2 d 3x6 = 8 7 6 3x6 = 3x6 II 6x8 = 3x6 9-2.12 1310-2 18-5-8 4-7f 4-7.6 4-7-6 4-7-6 Plate Offsets(X Y)— [2 0-1-0 0-1-81,[3:0-2-0.0-1-41,[4,0-1-0.0-1-81,[6:0-3-120-1-8),[7:0-4-0.0-3-121,[8:0-3-12.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP 0 TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.05 7-8 >999 240 MT20 220/195 (Roof Snow--25.0) Lumber DOL 1.15 BC 0.54 Vert(TL) -0.13 7-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:216 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G REACTIONS. (Ib/size) 1=3780/0-5-8 (min.0-2-2),5=3780/0-5-8 (min.0-2-2) Max Horz1=220(LC 7) Max Upliftl=-1024(LC 8),5=-1024(LC 9) Max Grav 1=3960(LC 15),5=3960(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4819/1253,2-3=-3242/929,3-4=-3242/929,4-5=-4818/1252 BOT CHORD 1-8=-1075/3742,7-8=-1075/3742,6-7=-911/3619,5-6=-911/3619 WEBS 3-7=-1057/3810,4-7=-1642/588,4-6=-519/1909,2-7=1641/587,2-8=-518/1908 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 FIR 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �G, GIN fit between the bottom chord and any other members. DC7 9 29 7)A plate rating reduction of 20%has been applied for the green lumber members. Q 85525PE r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)1=1024, - 5=1024. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �1 0)Girder carries tie-in span(s):18-5-8 from 0-0-0 to 18-5-8 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 QSEP" Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-5=-356(F=-336) RENEWAL DATE:12/31/2015 July 27,2015 WARNING-Please thoroughly review the'Customrs Acknowledgement of ProBUIld Standard Terms for Manufactured Products-form.Vent'design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Speciatly Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading condtions, suifabitity and use of this Truss for any Building is the responsidhltyy of the Owner,the Ownees authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss,including ban O g,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out In the TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss DesignEngineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined in TPI 1. ENGINMINGLLC Colpfidght 0 2014 PmBuildDrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProBuild-0rJ. ,� P1 Job Truss Truss Type pry Ply Westwood Homes-Lot 1 110225533 ,11504462=, D01 GABLE 1 1 Job Reference(optional) ProBuN, Beaverton,OR 97005 7.600 s Oct 3 2014 MITek Industries,Inc. Mon Jul 27 10:37:27 2015 Page 1 I D:Jac_KrzsXH9gDYNJail Rg7z7yPK-3ESGYzXIAbweEzgc3ogb3opLsZKFF2LNNO?SRGytuN6 u0 5-9-0 11-&-0 1-0-0 5-9-0 5-9-0 44 = Scale=1:49.1 14.00 12 4 6 N 16 5 1 3x4 // 3 41 1 7 1 8 61 2 Iu, 48// 13 12 11 10 9 3x4 \\ 3x4 11 11-0-0 Plate Offsets(X.Y)-- [2:13-1-110-2-01,[5:0-1-4.0-0-41,[5:0-1-4.0-0-41.15:Edge 0-0-6] [870-0-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) 0.00 1 n/r 90 MT20 220/195 (Roof Snow--25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) 0.00 1 n/r 120 TCDL 7.0 Rep Stress Incr Yes WB 0.09 Horz(TL) 0.00 8 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:90 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G REACTIONS. All bearings 11-6-0. (lb)- Max Horz2=209(LC 7) Max Uplift All uplift 100 Ib or less at joint(s)8,2,13 except 12=-197(LC 10),10=-191(LC 11),9=-140(LC 11) Max Grav All reactions 250 Ib or less atjoint(s)8,2,11,12,13,10,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 2-8-8,Corner(3)2-8-8 to 5-8-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PR 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �t OF£rS+s fit between the bottom chord and any other members. �c0 GIN 10)A plate rating reduction of 20%has been applied for the green lumber members. 2 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,2,13 except Q� $5525PE 9t' (jt=1b)12=197,10=191,9=140. a 2)This truss is designed in accordancewith the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -14)No notches allowed in overhang and 10000 from left end and 0 from right end or 12"along rake from scarf,whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 D.C.maximum between the stacking chords. For edge-wise notching,provide at least one �� OREG N �, -, tie plate between each notch. 11,12— LOAD 1,,[2LOAD CASE(S) Standard SEP RENEWAL DATE: 12/31/2015 July 27,2015 WARNING-Please thoroughly review the"Customer's Acknowledgement of ProBUId Standard Terms for Manufactured Products"form Verity design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitability and use of this Truss for any Building is the responsihilily of the owner,the Owner's authorized agent or the Building Desigger,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and arty field use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Buiding Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined in TPI 1. 21 ENGINMING LLC Copyright 0 2014 PmBuild-0rJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProBuild-DrJ. Job Truss TrussType Qty Pty Westwood domes-Lot 1110225534 J1504462� D02 om6 1 Job Reference(optional) ProBuild, Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37:28 2015 Page 1 ID:Jac_KrzsXH9gDYNJail Rg7z7yPK-YROeIJYwxv3Vs6Pod WMgcOLS6zdF_Uh Wb2l?ziytu N5 i-1-0-0 5-9-0 11-6-0 1-0-0 5-9-0 5-9-0 4x4 = Scale=1:46.5 3 14.00 12 7 6 4 2 1 61 B 9 d 4x8 = 5 48= 2x4 5-9-0 111-0 5-9-0 -0 Plate Offsets(X Y)- 12,0-8-0.0-1-81,[4:0-8-0.0-1-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.07 4-5 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.24 Vert(TL) -0.09 2-5 >999 180 BCDL 70 Rep Stress Incr Yes WB 0.14 Horz(TL) 0.00 4 n/a n/a BCDL 10..0 (Matrix) Weight:54 Ib FT=10/o BCLL 00 ' Code IBC2012rrPI2007 e LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G WEDGE Left:2x6 SP No.2,Right:2x6 SP No.2 REACTIONS. (Ib/size) 4=459/0-5-8 (min.0-1-8),2=547/0-5-8 (min.0-1-8) Max Horz2=224(LC 7) Max Uplift4=-91(LC 10),2=-110(LC 11) Max Grav4=493(LC 18),2=547(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-556/151,6-7=-456/156,3-7=430/172,3-4=-551/164 BOT CHORD 2-8=-40/304,5-8=-40/304,5-9=-40/304,4-9=40/304 WEBS 3-5=-64/335 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-9-0,Exterior(2)2-9-0 to 5-9-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PRO 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will �`�QlEO F FFss fit between the bottom chord and any other members,with BCDL=10.0psf. GIN 9 / 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except(jt=lb) Q� $5525PE 2=110. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. / 9)"Fix heels only'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ORE ON SEPIA RENEWAL DATE:12/31/20i5 July 27,2015 WARNING-Please thoroughly review the"Customers Acknowledgement of ProBuld Standard Terms for Manufactured Products"form.Verify design Parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitability and use of this Truss for any Buikfirg is the responsid fity of the Owner,the Owners authorized agent or the Building Designer,in the context of the IRC,the IBC,the kcal builling code and TPI 1.The approval of the TDD and any field use of the Truss,inducting handling,storage,installation and bracing,shall be the responsibility o1 the Building Designer and Contractor.All notes set out in the TDD and the practices anInformation d guidelines of Building Component Safety Infotion(SCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in wdiing by all parties involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer kr any buikfing.All capitalized terns are as defined in TPI 1. INGINUITING LLC Copyright 0 2014 PmBuild-DrJ Engineedng,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from PmBuild-DrJ. Job Truss Truss Type Qty Ply Westwood Homes-Lot 1 110225535 ,11504462 y D03 Common Girder 1 Job Reference(optional) ProBui'd, Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industnes,Inc. Mon Jul 27 10:37:29 2015 Page 1 ID:Jac_KrzsXH9gDYNJail Rg7z7yPK-OdaOzfYYiDBM UG_?BDt38DuenNr4jgDfgiUZV8ytu N4 -85 5-9-0 8-7-8 11-0-0 2-10-8 2-10-8 2-10-8 2-10-8 4x4 11 Scale=1:47.4 3 114.00F1_2 2x4 2x4 2 4 2 5 1 Id 7 B 6 9 10 3x6= LUS24 LUS24 6x8= LUS24 LUS24 3x8 LUS24 i 5-9-0 11-6-0 5-9-0 5-9-0 Plate Offsets(X.Y)- [1:0-6-0.0-2-2).[3:0-1-8.0-2-0).[4:0-0-0.0-0-0).[5:0-6-0.0-2-1).[6:0-4-0.0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ld PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.04 5-6 >999 240 MT20 220/195 (Roof Snow--25.0) Lumber DOL 1.15 BC 0.65 Vert(TL) -0.10 5-6 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Weight:139 Ib FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G REACTIONS. (Ib/size) 1=2510/0-5-8 (min.0-1-8),5=2402/0-5-8 (min.0-1-8) Max Horz 1=-202(LC 19) Max Upliftl=-522(LC 9),5=-500(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2194/498,2-3=-2084/530,34=-2083/529,4-5=-2194/497 BOT CHORD 1-7=-344/1374,7-8=344/1374,6-8=-344/1374,6-9=-274/1373,9-10=-274/1373, 5-10=-274/1373 WEBS 3-6=-702/2887 NOTES- 1)2-ply truss to be connected together with 1O(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ��RED PROFF`rS 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �t0 �NGI NFF�9 /0 fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. Q 85525PE '9l 8)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s)except(jt-1b)1=522, - 5=500. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Use Simpson Strong-Tie LUS24(4-SD9112 Girder,2-SD9212 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting G 407 at 1-6-12 from the left end to 9-6-12 to connect truss(es)B03(1 ply 2x4 DF)to back face of bottom chord. -�� �/(), [2 ZQ �A _ 12)Fill all nail holes where hanger is in contact with lumber. JQ SEPH 'D LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: >_a/s>./aois Continued on page 2 July 27,2015 WARNING-Please thoroughly review the"Customers Acknowledgement of ProBuild Standard Terms for Manufactured Products'form.Verify design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek wnnector plates shall be used for this TDD to be valid.As a Truss Design Engineer(.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, sudabihly and use of this Truss for any Building is the respon bi:ty of the Owner,the Owners authorized agent or the Building Desigger,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss,inducting harxlling,storage,installation and bracing,shall be the responsibility o1 the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Trus Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined in TPI 1. _Z?jT. ENGINEERING LLC Copyright 0 2014 ProBuildDrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProBuildDrJ. JobTruss Truss Type aty Ply Westwood Homes-Lot 1 110225535 J15044621 D03 Common Girder 1 - _ Job Reference(optional) ProBuilt, Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 1037:29 2015 Page 2 I D:Jac_KrzsX H9q DYNJail Rg7z7yPK-OdaOzfYYiDBMUG_?BDt38DuenNr4jgDfgiUZV8ytuN4 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-5=-20 Concentrated Loads(Ib) Vert:6=-797(B)7=-797(B)8=-797(B)9=-797(B)10=-797(B) G1 s�o2 Q� 85525PE 9� OREGON N 0<1-12,2°. SEPIA p) RENEWAL DATE: 12/31/2015 July 27,2015 AWARNING-Please thoroughly review the-Customers Acknowledgement of ProBuild Standard Terms for Manufactured Products-form.Venty design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless othenmse stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the Too only,under TPI 1.The design assumptions,loading conditions, suitabi4b and use of this Truss for any Buildin is the responsibilittyy of the Owner,the Owner's authorized agent or the BuikLng Des'gner,in the context of the IRC,the IBC,me local building code and TPI 1.The approval of the TDD and any field use of the Truss,including he Ing,storage,installation and braang,shall be the responsibility of the Building Designer and Contractor.All rotes set out in the TDD and the practices and guidelines of Building Component Safety Information(SCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss DesignEngineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any buiding.All capitalized terms are as defined in TPI 1. ENGINEMING LCC Copyright O 2014 ProBuild-Di Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from PmBuild-DrJ. Job Truss Truss Type Qty Py =s-Lot 1110225536 J 150"62cE01 GABLE 1 1 (optional) ProBui,'6, Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37.30 2015 Page 1 I D:Jac_KrzsXH9q DYNJail Rg7z7yPK-Up8OA?ZBSWJD5QZBkxOI hRRrBn LrSQip3LE62bytuN3 i-1-M 3-3-8 6-7-0 7-7-0 1-0-0 3-3-8 3-3-8 1-0-0 1 4x4 = Scale=1:39.7 14.00 12 3x6 3x6 II - 8.8 \\ 8x8// 2 4 1 1 -1 5 d 1 d Lj rr 8 7 6 3x8= 33-8 6-7-0 33-8 3-3-8 Plate Offsets(X Y)- [2 Edge 0-1-0J [2:0-3-4.0-1-121,[30-1-120-0-4]x[3 Edge 0-0-6] [3:0-1-12.0-0-41,L4 0-3-4 0-1-12J [4:Edge 0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.01 7-8 >999 180 TCDL 7.0 Rep Stress Incr Yes WB 0.05 Horz(TL) -0.00 6 n/a n/a BCLL 0.0 ' Code IBC2012ITP12007 e BCDL 10.0 (Matrix) Weight:64 Ib FT=10/e LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Std G REACTIONS. (Ib/size) 8=338/0-3-8 (min.0-1-8),6=338/0-3-8 (min.0-1-8) Max Horz 8=-1 36(LC 8) Max Uplift8=-77(LC 11),6=-77(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-313/192,4-6=-313/192 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PRO 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will QIED OFFss fit between the bottom chord and any other members. \C, GIN 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,6. Qw $5525PE 9tr 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. _12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)No notches allowed in overhang and 10000 from left end and 10000 from right end or 12"along rake from scarf,whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c.maximum between the stacking chords. For edge-wise notching,provide at least one tie plate between each notch. �� EG LOAD CASE(S) Standard ✓ 7?'2 O�� QSEPN RENEWAL DATE:12/31/2615 July 27,2015 WARNING-Please thoroughly review the"Customers Acknowledgement of ProBnlid Standard Terns for Manufactured Products'form Verity design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev 11-14)before use Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.Asa Truss Design Engineer(ie,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI I.The design assumpbons,loading conditions, s,=and use of this Truss for any Building is the responsibilittyy of the Owner,the Owner's authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1 The , of the TDD and any field use of the Truss,including handlirg,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance TPI 1 defines the responsibilities and duties of the Truss Designer,Truss DesignEngineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined in TPI 1. Gl1l7INMIH{7 LLC Copyright 0 2014 P.BuildDrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProBuild-DrJ. Job Truss Truss Type T"y Ply Westwood Homes-Lot 1 110225537 J1504462:1 E02 COMMON 1 Job Reference(optional) ProBui,V, Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37:31 2015 Page 1 I D:Jac_KrzsX H9gDYNJail Rg7z7yPK-yOinOLapDgR4ja8NlevXEez_nAh4BsuyH?zfa 1 ytuN2 L-0-0 6-7-0 7-7-0 1-0-0 3-3-8 3-3-8 1-0-0 4x4= Scale=1:37.9 3 14.00 12 3x4 3x4 \\ 2 4 5 8 8 7 6 2x4 II 3x8- 2x4 11 i 3-3-8 6-7-0 3-31 31-. Plate offsets(x Y)- [2:0-1-0.0-1-81,L470-1-0.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.01 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.01 6-7 >999 180 BCDL 70 Rep Stress Incr Yes WB 0.11 Horz(TL) 0.00 6 n/a n/a BCDL 10. BCLL 0.0 0 ' Code IBC2012/TP12007 (Matrix) Weight:48 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=338/0-3-8 (min.0-1-8),6=338/0-3-8 (min.0-1-8) Max Horz8=-150(LC 8) Max Uplift8=-84(LC 11),6=-84(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-313/310,4-6=-313/310 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,6. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. PRO LOAD ss 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Ql F LOAD CASES) Standard �� �NGf N��9 /O29 Q 85525PE EGO SEP" RENEWAL DATE: 12/31/2&15 July 27,2015 AWARNING-Please thoroughly review the"Customer's Acknowledgement of PoBuild Standard Terms for Manufactured Products"form.Verify design parameters and read notes on this Truss Desgn Drawing(TDD) end otherwise the DrJ Reference Sheet(rev.11-14)before use.Unless otherse stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(ie.,Specialty Engineer), the seat on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suifahihty and use of this Truss for any Building is the responsibility of the Owner,the Owners authorized agent or the Buildinrg Designen,in the context of the IRC,the IBC,Me tical building code and TPI 1.The , approval of the TDD and any field use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the prectioes and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined in TPI 1. ENGINMING LLC Copyright 0 2014 ProBurldDJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProBuildDrJ, Job Truss Truss Type Qty Ply WesN�Ho.meso�Lol.l.J1504462=1E03 GABLE1 1Job Rl ProBu09, Beaverton,OR 97005 7 600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37:32 2015 Page 1 ID:Jac_KrzsXH9gDYNJail Rg7z7yPK-QCF9bhbR_8ZxLkiZsMQmmsW1 Aa?IwHu6WrjD6TytuN 1 738 ' 10-0 2-11-15 - 1-0-0 Scale=1:55 0 48 1 3x4 O 2x4 II 3x8 14.00 12 x8 2 11 1 3 0 M 3x4 \\ oS 10 - 4 4x8 I 2x4 10 4 - 5 1� 98 7 6 44 II 3x4 = 2x4 II i 3-0-0 6-3-8 3-0-0 3-3-8 Plate Offsets(X Y)- [1:0-0-7.0-1-111,[2:0-5-0 0-1-81 [3 0-7-1.0-0-121,[4.0-6-8,0-1-121.[8:0-2-0.0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) 0.02 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(TL) -0.03 6-7 >999 180 TCDL 7.0 Rep Stress Incr Yes WB 0.13 HOrz(TL) 0.00 6 n/a n/a BCDL 10.0BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight:71 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.1&Btr G end verticals. WEBS 2x4 DF Std G`Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-10:2x6 DF No.2 JOINTS 1 Brace at Jt(s):10 OTHERS 2x4 DF Std G REACTIONS. (Ib/size) 8=240/Mechanical,6=327/0-3-8 (min.0-1-8) Max Horz8=-346(LC 11) Max Uplift8=-313(LC 11) Max Grav8=316(LC 19),6=327(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-10=-323/325,4-6=-276/100 BOT CHORD 7-8=-123/337 WEBS 4-7=-240/409 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs PROFF`sS non-concurrent with other live loads. 5)Gable studs spaced at 2-0-0 oc. �Gj NGI NF`c i0 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 85525PE fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)8=313. AGO ' 11)This truss is designed in accordance with the 2012 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. .112)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ` USEP" RENEWAL DATE: 12/31/2515 July 27,2015 WARNING-Please thoroughly review the"Customer's Acknowledgement of ProBuild Standard Terms tar Manufactured Products'form Verify design parameters and read notes on this Truss Design Drawing(TDD) and the DO Reference Sheet(rev.11-14)before use Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depcted on the TDD only,under TPI 1.The design assumptions,loading conditions, sudabili and use of this Truss for any Building is the responsibility of the Owner,the Owner's authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The , approvalof the TDD and any field use of the Truss,including handling,storage,installation and Ixacing,shall be the responsibidty of the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss DesignEngineer and Truss Manufacturer,unless olhervnse defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building All capitalized terms are as defined in TPI 1. j= INEERING LLC Copyright C 2014 ProBuild-DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without wntlen perhossion from ProBuild-0rJ. I /V Job Truss Tmss Type Qty Ply Westwood Homes-Lot 1 110225539 J1504462 E04 ROOF SPECIAL 1 1 Job Reference(optional) ProBuiff, Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37:32 2015 Page 1 I D:Jac_KrzsXH9q DYNJail Rg7z7yPK-QCF9bhbR_8ZxLkiZsMQmmsWAba74wHM6Wfj D6TytuN1 4-0-0 6-3-8 7-3-8 • 4-0-0 2-3� 1-0-0 2x4 Scale=1:56.9 1 2 14.00 12 . 4x4 N� 3 2x4 II 4 7 5 S7 6 5x6 = 3x4 = 6-0-8 6-3A Plate Offsets(X YL [7:0-3-0.0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.06 6-7 >999 240 MT20 220/195 (Roof Snow--25.0) Lumber DOL 1.15 BC 0.18 Vert(TL) -0.17 6-7 >426 180 TCDL 7 0 Rep Stress Incr Yes WB 0.16 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 ' Code IBC2012/TPI2007 BCDL 10.0 (Matrix) Weight:51 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 DC purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 DC bracing. WEBS 1 Row at midpt 2-7 REACTIONS. (Ib/size) 7=263/Mechanical,6=327/0-3-8 (min.0-1-8) Max Horz 7=-371(LC 11) Max Uplift7=-362(LC 11) Max Grav7=347(LC 19),6=328(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-6=-179/282 WEBS 3-7=-318/382,3-6=-454!15 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. �O PROF aSs 7)Refer to girder(s)for truss to truss connections. Ql F 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--lb)7=362. �C> �NGI N�F9 /O 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ?i 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Q� 85525PE 9r .LOAD CASE(S) Standard r REGON�,� SEFH O� RENEWAL DATE: 12/31/2515 July 27,2015 AWARNING-Please thoroughly review the*customers Acknowledgement of ProBuild Standard Terns for Manufactured Products'form Verity design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.Asa Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsbilty for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitability and use of this Truss for any Buikfin is the respons Ulittyy of the Owner,the Owner's authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss,including hexing,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out In the TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance TPI 1 defines the responsibilities and duties of the Truss Designer,Truss DesignEngineer and ThinManufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.Aft capitalized terms are as defined in TPI 1. ENGINMING LLC Copyright 0 2014 ProBwId-DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProSulldDrJ. ejT J4 M Job Truss �Tusse Qty Ply ]Westvvo�d,.H.o.mes-' Lott J1504462'T E05 CIAL 1 efe (optional) ProBUIIll., Beaverton,OR 97005 7.600 s Oct 3 2014 MiTek Industries,Inc. Mon Jul 27 10:37.33 2015 Page 1 ID:Jac_KrzsXH9q DYNJail Rg7z7yPK-uOpXoOb31RhoyuHmQ3x?J33LO_LlfkaFIJ SmewytuNO 4-0-063-8 • 41-0 23-8 2x4 11 Scale=1 56.9 1 2 14.00 112 4.4 N\ 3 2x4 11 4 -6 3 - I 76 5 5x6 = 3x4= i '1-3-8 Plate Offsets(X Y)— [6-0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.06 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(TL) -0.17 5-6 >426 180 TCDL 7.0 Rep Stress Incr Yes WB 0.17 HOrz(TL) 0.00 5 n/a n/a BCLL 0.0 ' Code IBC2012(TPI2007 (Matrix) Weight:49 Ib FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS. (Ib/size) 6=270/Mechanical,5=246/0-3-8 (min.0-1-8) Max Horz6=-319(LC 11) Max Uplift6=-357(LC 11) Max Grav6=352(LC 18),5=293(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=-322/376,3-5=-264/133 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--lb)6=357. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ED PREF S 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. F GIN s'o LOAD CASE(S) Standard 85525PE r EGOA SEP" RENEWAL DATE: 12/31/2.015 July 27,2015 WARNING-Please thoroughly review the"Customers Acknowledgement of ProBuiW Standard Terns for Manufactured Products'form.Vent'design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner,the Owners authorized agent or the Buildingg Desigger,in the context of the IRC,the IBC,the local building code and TPI 1 The I approval of the TDD and any field use of the Truss,including handling,storage,installation and bracing,shall be the respom Iffy of the Building Designer and Contractor.All notes set out m the TDD and the practices and guidelines of Building Component Safety Intomnabon(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss _42: Y Design Engineer and Truss Manufacturer,unless othervnse defined by a Contract agreed upon in wrung by all parties involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terns are as defined in TPI 1. ENGINMING LLC Copyright 0 2014 P.BuiM-DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProBuild-DrJ. 18.Review the complete contents of the SBC submittal package,the TDDs included(i a.,front, N U m be ri n S stem back,text and graphics),any TPDs and any related SBC information before attempting to install /uy V General Safety, Notes the trusses.Reviewing graphics alone is not sufficient. ,J y� 19.Truss manufacturing quality control shall be performed per TPI 1,Chapter 3,and monitored 6-4-8 Failure to Follow Could Cause property damage or personal injury by a third party inspection agency. dimensions shown in ft-in-sixteenths 1. Please thoroughly review the"Customer's Acknowledgement of ProBuild Standard 20 Unless specified by the BD in writing and noted on the TDD,these TDDs are not (Drawings not to scale) Terms for Manufactured Products"form. applicable for use with fire-retardant,preservative-treated or green lumber. 21.Plate type,size,orientation and location dimensions indicated are minimum plating 2. Please thoroughly review all Truss Design Drawing(TDD)cover sheet notes and TDD requirements. 1 2 TOP CHORDS 3 notes,verify design parameters and review all connection detail notes.Important work 22.Lumber used shall be of the species,size and grade,and in all respects,equal to or better C1-2 C2-3 scope and responsibilities are defined therein. than that specified. 3. All capitalized terms are as defined in ANSI/TPI 1,the National Design Standard for 23.Temporary LR and DB is required to be installed during construction for the purposes of 4 Metal Plate Connected Wood Truss Construction(TPI 1). O WEBS C3 holding trusses in their proper location,plumb and in plane,until permanent individual truss v p 4. TPI 1 defines the responsibilities and duties of the Truss Designer(TD),Truss Design 2 m „ member LR,DB and permanent building stability bracing are completely installed(see BCSI-B1, Engineer(TDE)and Truss Manufacturer(TM),unless otherwise defined by a Contract BCSI-B2,BCSI-B3,BCSI-B7,and BCSI-B10 as applicable). U U "r� O agreed upon in writing by the parties involved. fl St = 24.Top chords must be sheathed or continuous LRs(i.e.,purlins)provided at the spacing 5. As a TDE(i.e.,Speciality Engineer),the seal on any TDD represents an acceptance indicated on TDD(e.g.,24 in.o.c.maximum). F_ y�°' O of professional engineering responsibility for the design of the single Truss depicted on 25.If no ceiling is installed or bottom chord LR is specified in writing by the BD,bottom chords d the TDD only,under TPI 1.A TDD is also a"Structural Delegated Engineering Document". require continuous LR at 10 ft.o.c.spacing,or less,along with DB as specified in BCSI-B1, O 6. ProBuild and DrJ Engineering(DrJ)are NOT the Building Designer or Truss System BCSI-B3,BCSI-137 or BCSI-B10 as applicable. c7-8 C6-7 c5-8 F- Engineer for any building. 26.Graphical representation of LR members(i.e.,puffins),if shown on the TDD,do not depict 7. The design assumptions,loading conditions,load paths,suitability and use of Trusses the size or orientation of the restraint along the top and/or bottom chord and/or web members. 8 7 BOTTOM CHORDS 6 5 for any Building is the responsibility of the Owner,the Owner's authorized agent or the 27.The size,connections and anchorage of the permanent continuous truss chord and web JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND Building Designer(BD),in the context of the IRC,the IBC,the local building code and member LR and DB must be designed by others in such a way as to support the imposed load THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. TPI 1. along the clear span of the LR and DB,or as specified in BCSI-81,BCSI-B3,BCSI-87 or 8.The approval of the TDD and any field use of the Truss,including handling,storage, BCSI-B10 as applicable. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS installation and bracing,shall be the responsibility of the BD and Contractor(GC). 28,Additional permanent building stability bracing for the truss system(e.g.,diagonal,X- 9. All notes set forth in the TDD and the practices and guidelines of Building Component bracing,etc.)may be required and is to be specified by the BD.DB in accordance with Safety Information(BCSI)published by the Truss Plate Institute and the Structural Building BCSI-B3 may be sufficient. Symbols Component Association(SBCA)are referenced for general guidance. 29.The SBCs shall be examined upon delivery to the jobsite and also after they are erected 10.Structural submittals(i.e.,shop drawings)shall be reviewed by the BD for compatibility and installed for:(a)dislodged or missing connectors;(b)cracked,dislodged or broken PLATE LOCATION AND ORIENTATION with the design of the building or structure,including submittal documents prepared by members,or(c)any other damage that may impair the structural integrity of the SBC.Any 3 others,deferred submittal documents and phased submittal documents.This review shall unreported damage to any SBC during any part of the handling and installation process fq Center plate on joint unless x,y include a notation indicating that the reviewed documents have been found to be in shall void the ProBuild product warranty. offsets are indicated. general conformance with the design of the building(or to make specific corrections noted 30.During truss installation,never exceed the design loading shown on the TDD and Dimensions are in ft-in-sixteenths. and to return for review).In the absence of this notation,ProBuild will provide its Customer never stack materials on trusses with inadequate LR and DB(see BCSI-B4).Never Apply plates to both sides of truss with the design assumptions used per the construction documents(also referred to at times overload any structural elements with stacks of building materials to a level greater and fully embed teeth. as"Structural Engineering Documents"),to design the individual structural building than defined in BCSI-84. components(i.e.,Trusses)per TPI 1. 31.Connections not shown on the TDDs are the responsibility of others. 11.ProBuild and DrJ shall be permitted to rely on the accuracy and completeness of 32.Do not cut or alter a truss member,a truss plate or any related structural element project contract and construction documents including any specifications that have been member without prior approval of an RDP or TDE. 0-1 id, furnished to ProBuild in writing by the BD for the building. 33.Install and load trusses vertically unless otherwise indicated in writing by the BD 12.The BD shall provide information that is sufficiently accurate and reliable to be able to or as specifically defined on the TDD or TPD. _ design the trusses in the context of the following serviceability issues including,but not 34.Sheathing applied in the plane of the truss is not considered in the design of the t limited to:(a)Allowable vertical,horizontal or other required deflection criteria;(b)Any dead individual truss components(e.g.,a gable-end truss has no composite stiffness analysis load,live load and in-service creep deflection criteria for floors or flat roofs For 4 x 2 orientation,local performed)unless specifically noted. plates 0-1/16"from outsid subject to ponding loads;(c)Any floor or roof camber requirements;(d)Any differential P 35.Attachment of the pudin gable(i.e.,hip frames or lay-in gables)to the supporting hip edge of truss. deflection cnteriafrom truss-to-truss or truss-to-adjacent structural member;(e)Any deflection trusses satisfies the LR and DB requirements for the top chord of the hip trusses.Refer 9 and vibration criteria for floor trusses including any strongback bridging requirements,and to the TDD for the individual trusses braced in this manner. any dead load,live load,and in-service creep deflection criteria for Floor trusses supporting 36.These trusses are designed using MiTek standard engineering analysis methods stone or ceramic tile finishes;(f)Moisture,temperature,corrosive chemicals and gases and associated software in accordance with TPI 1 and related proprietary information expected to result in a wood moisture content exceeding 19 percent,sustained temperatures exceeding 150 degrees F,and/or corrosion potential from wood preservatives or other sources that may be detrimental to Trusses. Each Truss Design Drawing(TDD)uses Metal Connector Plate(MCP)design values 13.Due to the lateral thrust developed by scissors-type Trusses,if scissors-type Trusses published by MCP manufacturers.Any referenced connectors use design values This symbol indicates the required direction f are part of this design,consideration should be given to bearing wall conditions.Bearing published by the connector manufacturer or the American Wood Council per the slots in connector plates. walls supporting scissors-type Trusses should be designed in such a manner that the walls National Design Specification(NDS)for Wood Construction.The TDD further uses will safely withstand the lateral forces of the Trusses.Consideration of effects on the design lumber design values published by the applicable lumber rules-writing agency as 'Plate location details available in MiTek 20/20 software or upon req je of the bearing and the associated wall or beam/header assembly is not a part of this set of approved by the American Lumber Standards Committee.These are incorporated TDDs and is not the responsibility of ProBuild or DrJ.Advice from the BD or any RDP into lumber design provisions and equations created by the American Wood Council should be secured relative to these items if they are not provided in the construction and input into modeling and analysis TDD software created and owned by the MCP PLATE SIZE documents. manufacturers.The lumber design values correspond with the grade stamp identified �/ The first dimension is the plate width measured perpe dii 14.Unless specifically noted in writing otherwise,neither ProBuild nor DrJ have by the TM on the lumber prior to cross cutting.The lumber grading rules published by X to slots.Second dimension is the length parallel to slot,. performed any of the following engineering services as it relates to the building that is the rules-writing agency shall apply to the Owner,BD and GC. going to be built:(a)The trusses and any related structural elements are not designed to support any masonry loading conditions,which require special engineering;(b)Areas of The"WARNING"note found on the bottom the construction documents that do not use truss framing need to be designed by others; LATERAL RESTRAINT LOCATION (c)All beam,header and related structural element designs are to be performed by others. Of each TDD references this document by Indicated by symbol shown and/or by text in the brad ig If any of the previously listed services are required by the Owner,the Owner's calling it the"Dr.l Reference Sheet section of the output. Use T-,L-,or I-Reinforcemeni of authorized agent or the BD,please call 608-628-1453 for assistance. 11-14 " proprietay bracing(e.g.eliminator)if indicated. 15.The structural building component(SBC)submittal including the TDDs sealed by a TDE (rev. NOTE-LATERAL RESTRAINTS MUST BE BRACE[. where required by the legal requirements or the local jurisdiction,a Truss Placement Diagram REFER TO BCSI OR AS SPECIFIED BY THE BUIL IN (TPD)if required by the construction documents,and the required permanent individual truss DESIGNER member restraint per the TDDs,the appropriate BCSI 8-series summary sheets to facilitate proper truss and structural component lateral restraint(LR)and diagonal bracing(DB),any DrJ Engineering, LLC SBC installation information and any related truss and SBC details shall be supplied to the 6300 Enterprise Lane BEARIN GC/Truss Installer. 16.The GC,after reviewing and/or approving the SBC submittal package,shall forward it Madison,WI 53719 to the BD for review. A.. 1'17.Where required by the project contract or construction documents,including any &GINEEWNGuc www.drjengineering.org Indicates location where bearings(supports)occ jr. speci`ica tlions,a TPD identifying the location of each truss,as assumed by ProBuild based on cons vary but reaction section indicates joint nur lb its revie*'V the 2roject contract documents,will be provided.When the TPD(i.e.,structural where bearings occur. submittals or shop drawings)serves only as a guide for truss installation,it does not require the © 2014 ProBuild-DrJ Engineering,LLC All Rights Reserved seal of any RDP. Reproduction of this document,in any form,is prohibited without written permission from ProBuild-DrJ.