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Plans (67) ie C milipo O O X C O n n n n C 0 • -' O C --, � o Q — Orpr CD v D- - w r— r— v r = r« -, -a v 11 11 11 11 C CCD cQD- mQ — o �1N Cn D o X 11 11 ao 0_ 11 �' c01110 +1 Co C11•-.., n N \ N) Co CSD WI(N 3 C 7 Z 45-06-00 P 1. ce 0 0 44-06-00 .1---co .o` l 0 0 —I 1 13-06-00 I 13-06-00 I 17-06-00 m—m._m- iv D01D a�N? -t' - •- E� -,. © i? © 8 t1 & CD ,...,..... LHOS(6) f •t o ....-" I1-•,I .�...,..__.-._.-. pew, / CD 1 C> m / f� �I A . - cn _a 0 .1 rw I,�° 0 o o ��r ql ��["y9f IN C7 o al, Nil -,,z34 C up CD _______ ____.-......�...-.._. -- v tN ill CD _. rw�_-4if _�� fl r-F Qp . . 1 O . . E�_ iy,O m `.mo4 A AV,Cp ' p 0 O / �, c 0 p O Npr / <c ro—6-- n O O CD O O0 0c.,) _ i /~02 o A02(41 ;A05(5)I w -- C 1 p p CC)S P -0 O 0 „ -.�. 0 n A D. 13- O sN O C�- pO HOt Or 4 N (D 2. y�µ; o- t> fDQn f rwO = I Ao31-_ G01 CO Q t t I I i i t f -- — 0CD 0 CC)- I 15-10-00 _ . t I O o I I — rn . u 0 0 F ON- - p O O 0 I Q v c w t otso m co ol 41-06-00 4-00=00 v\ ai 0 45-06-00 awl. e.g. Izs_-1 ) 1, (D CcD1 cr i V\ 5350 SW 107th Ave TIIIS ISA TRUSS PLACEMENT DIAGRAM ONLY. .1m P R These components to arc designed into individual building Beaverton, O R 97005 components to be incorporated into the building design A . at the specification of the building designer. Sec the Phone: 971-371-5971 individual design sheets for each truss design identified BUILDER: DATE: on the placement drawing. The building designer is � SCALE: responsible for temporary and permanent bracing of the Pacific Evergreen 06- 18-2015 NTS roof and floor system and for the overall structure. The design of the truss support structure including PROJECT: DRAWN BY: JOB 8; headers,beams,walls,and columns is the responsibility 1228-B Roberto Vasquez B1505608 of the building designer. For general guidance 1 regarding bracing,consult"Bracing of wood trusses" ADDRESS: available from the Truss Plate Institute,583 D'Onifrio I , ,Portland,OR Drive;Madison,WI 53179 , 0 i gnEFDr.il Engineering, LLC (FKA:DrJ Consulting,LLC) �flp�p `p`]�NGLL 6300 Enterprise Lane ENGINEERING LLc P . Madison, Wisconsin 53719 Re: B1505608 MiTek 20/20 7.6 Pacific Evergreen Homes- I228B 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 DrJ 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: 110081 1 15 thru 110081 139 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 v 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 f Wt4Iflitaxp netted Wood Truss Construction(TPI 1). - t tV , �"P/0 `t-:' 85525PE r st \1/4 'y,, •`.air r4:!,:// _ .¢ July 2.2015 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 I.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(BCSI)published by TPI and SBCA are referenced for general guidance. TP1 l 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© 2014 DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from DrJ 11 DrJ Engineering, LLC (FKA:DrJ Consulting,LLC) ENGINEERING LLC 6300 Enterprise Lane Madison, Wisconsin 53719 Re: B1505608 MiTek 20/20 7.6 Pacific Evergreen Homes- 1228B 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 DrJ 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: 110081 1 1 thru 110081139 My license renewal date for the state of Washington is May 18, 2016. Registration#2932 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 teams are as defined in ANSI/TPI 1, the National Design Standard for Metal Plate Connected Wood Truss Construction(TPI I). c.4_c �0s .P 3 D k r 00VmAttie .4;:p itr 9i4 • as .:. x ,14. July 2,2015 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 I.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 (BCSI)published by TP1 and SBCA are referenced for general guidance.TPI l 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© 2014 DrJ Engineering,LLC,(DrJ) Reproduction of this document.in any form,is prohibited without written permission from DrJ. is in Job Truss Truss Type 'Qty I Ply ;Pacific Evergreen Homes-1228B t tI 110081115 81505608 A01 GABLE it ___,_LJot Reference(optional) Probuild Clackamas. Clackamas,OR 97015 7 600 s Oct 3 2014 MiTek Industries.Inc.Wed Jul 01 17:25 40 2015 Page 1 I D.z.;Os6gQgAOSprq B9H Rn9fZz54 ED-Eggl_t_1 Ob3M KUOsY8rA8XeBOMd3C2U5e?GPrszoMq P I-1-6-0 I 12-0-0 17-0-0 24-0-0 1 25-6-0 1 1-6-0 12-0-0 5-0-0 7-0-0 1-6-0 4x4 = Scale v 1 53 5 8 ZI 3 7 9 23 71-1 f..1 24 800 112 6 t 3x6 C 1 10 5 8�2 0.21 I , I 8 '15 21 , 8> 4 7,, 6, 5�1� 20 �t5 01-13 3 I I i 22 4=18 / 25 3.1 12 I-1 14 3x4 i 6x6— 3x4 = 13 3x4 19 18 17 16 15 i 10-20 ___16-6LQ 17-0-0. 24_0_Q 1 10-2-0 5-10-0 1-0-0 7-0-0 Plate Offsets(X,Y)-- 12'0-2-0,0-1-8],[10:0-2-12,0-1-81,[11 0-2-0,0-1-81,H5:0-3-0,0-2-01,120.0-1-4,0-1-01,(21 0-1-4,0-1-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.05 11-13 >999 240 MT20 220/195 TCDL 7 0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0 14 11-13 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.13 Horz(TL) 0.01 11 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:142 lb 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. WEBS 2x6 DF No.2`Except' JOINTS 1 Brace at Jt(s).20.21 10-13:2x4 DF Std G OTHERS 2x4 DF Std G REACTIONS. All bearings 10-5-8 except(jt=length)11=0-5-8 (Ib)- Max Horz 2=-258(LC 8) Max Uplift All uplift 100 lb or less at joint(s)15,17,18.19,2 except 11=-178(LC 11),16=-133(LC 10) „ k a d ..i. _4 Max Gray All reactions 250 lb or less at joint(s)16,17,18.19 except 11=742(LC 1),15=611(LC 1).15=611(LCr. ¢ 1),2=293(LC 16) .. 'V.,, 4- 1� ,,, -s, 0 wxsArlAgi' -h, rf FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <r44' 4' G'). >t TOP CHORD 2-22=-294/183,3-22=-286/192,10-25=-668/116,11-25=-787/87 al 'V 1 BOT CHORD 2-19=-142/285,18-19=-142/285,17-18=-142/285,16-17=-142/285,15-16=-142/285, P. 14-15=0/546,13-14=0/546,11-13=0/548 ,-r 'A WEBS 15-20=-575/258,20-21=-587/291,10-21=-565/261,10-13=0/309 44 a SiAllhiK a 4447 NOTES- , 0j �..t.; .dQ �a. 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph:TCDL=4 2psf:BCDL=6.Opsf,h=25ft,Cat II:Exp B,enclosed;MWFRS , rEtI (envelope)gable end zone and C-C Extenor(2)-1-6-0 to 1-6-0.Interior(1)1-6-0 to 9-0-0,Exterior(2)9-0-0 to 12-0-0,Interior(1)15-0-0 to1.'" ti 22-6-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1 60 plate 01P L le- 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 - PR Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1 � Ore 3)TCLL ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp:Ct=1 �C ,tiyG11NE',�� /0'-.. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25 0 pot on overhangs tCi .0., non-concurrent with other live loads. ' �/ !"2T rJ Jc 3 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. 8)'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 IT 7 fit between the bottom chord and any other members '',I.- .t„ ---I. -- 9)A plate rating reduction of 20%has been applied for the green lumber members i f...f.,./..), / 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,17,18,19,2 - =.—« q except(jt=lb)11=178,16=133. SE O 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. RENEWAL L DATE' 12i 3i;20_S LOAD CASE(S) Standard July 2,2015 •>ha.,.a A ..v.......0,-,&i.,....,,....,.. ,xi:> .".'' rlis 4Lxy mg"34'tt'?s`".? tzttma .`wa.:at, tea" .a ':»' sy"s). .. re.23{644A ^ edd,u , rye ,bra WARNING-Please thoroughly review the"Customers Acknowledgement or PonBUttd Standard Terms for Manufactured Products"Inrm Verity design parameters and read nates on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev,11-14)beton use unless otherwise stated on the TDD,only MiTek connector plates shall he used tar this 100 to he valid Asa Truss Design Engineer(i,e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineenng 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 Building Designer.in the tameg of the IRC,the IBC.the local tiuiMieg code and TPI 1 The O approval of the TDD and any geld 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 P practices and guidelines of Building Component Safety Intoemauon(BCSI)published by IPI and SBCA are references Ior general guidance-Pi I defines the resnonsibinties and duties of the Truss Designer.Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in witting by all parties involved'IA Tiuee Des.g.a Engineer is NOT the Building Designer or Truss System Engineer far any building All capitalized terms are as defined in TPI 1 ENG/NEERlNG f Copyright 02014 Proaudd-Orta Engineering,LLC.(DM)Reproduction of this document,in any form,is prohibited Without written permission from ProBold•DM 1 o Job Truss Truss Type Qty Ply Pacific Evergreen Homes-1228B 110081116 81505608 A02 Common 4 1 Job Referencejpptional) Probudd Clackamas, Clackamas,OR 97015 7 600 s Ocl 3 2014 MiTek Industries,Inc.Wed Jul01 17 2541 2015 Page 1 ID zxOs6gQgA0SprqB9HRn9fZz54ED-10E7BD?g9vBDye?26rNPhkBMbmx4xT6FtfiyNJzOMgO X1-6-0__ 6-0-0 ( _ 12-0-0 1 18-0-0 I 24-0-0 25-6-0 1-6-0 6-0-0 6-0-0 6-0-0 6-0-0 1-6-0 4e4 = Scale=1:50.1 4 Nvi -L\\ '' \\ 2 / \FIT \ \ 13 8.00 2,1 \\ / // \\\ �\ 2,1 // 3 v / oil ,...-1-•''. /_0 4 \\ / N 3-1r ��V / 11 14 2 6 ?I (_ 29-l' iof `� 6.9_ Al 7 of r'1.1; 10 15 9 8 3x6= 3x4 = 3x4 = 3x4 = 3x6 = 8-0-0 164Q 24-0-0 8-0-0 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-6-0,0-0-111,(4:0-2-0,0-1-121,(6:0-6-0.0-0-101 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 0.24 Vert(LL) -0 15 8-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.27 Vert(TL) -0 27 8-10 >999 180 TCDL 7.0 Rep Stress Incr Yes W8 0.30 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) I _ Weight:114 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G REACTIONS. (lb/size) 6=1099/0-5-8 (min.0-1-8),2=1099/0-5-8 (ruin 0-1-8) Max Horz 2=258(LC 9) Max Uplift6=-257(LC 11),2=-257(LC 10) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. ' 7 -i 0' 0 .., TOP CHORD 2-11=-1428/273,3-11=-1240/298.3-12=-1260/342.4-12=-1143/354,4-13=-1143/354, 'a loSP.PH 0 , 5-13=-1260/343,5-14=-1240/298,6-14=-1428/273 BOT CHORD 2-10=-281/1230,10-15=-44/775,9-15=-441775,8-9=-44/775,6-8=-134/1098 .h,,`,..4i' de str�4 t� WEBS 4-8=-208/640.5-8=-371/316,4-10=-208/639 3-10=-371/316 4 k *y f;' ,rg AT .: NOTES- 1)Wind.ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4 2psf:BCDL=6.Opsf;h=251l:Cat.II;Exp B,enclosed,MWFRS aa (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0.Interior(1)1-6-0 to 9-0-0,Exterior(2)9-0-0 to 12-0-0,Interior(1)15-0-0 to r 22-6-0 zone:cantilever left and right exposed:C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1 60 plate »a '' a $ grip DOL=1.60 : 0 .;05 2)TCLL ASCE 7-10:Pf=25.0 psf(flat roof snow);Category II;Exp B:Fully Exp:Ct=1 .9. ,Q 44 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 9•>Z. -k non-concurrent with other live loads. ' '"9 IIII.'5 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,with BCDL=10.0psf , 6)A plate rating reduction of 20%has been applied for the green lumber members. CL�6(['1.' , d_fij 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=257. 'i 2=257 85525PE e" 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. i 9)"Fix heels only'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i. ' ..• [ 1r a 0 \, RENEWAL DATE 1 2/31/2.-_5 July 2,2015 ismostmmr. .- A ,.,.- -1.44,,ii.° ffees.W , . I AIWARNING-Please thoroughly review the"Customer's Acknowledgement of ProBuile Standard Terms for Manufactured Products"form Verily 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 TOD.only MITek connector plates shall be used tar this TOD to he valid As a Toss Design Engineer(i.e.Specialty Engineer), _ 1 the seal en any TOO represents en acceptance of the professional engmeenng respensibduly for the Design of the single Truss eepicted en the TDD only.under TPI 1 The design assumptions,loading conditions, suitability and use alibis Truss for any Building is the re including haility of the Owner,the Ownei s authorized agent or the spoiling Designer.in the context of the IRC,the IBC the local tiutldieg code and TPI 1.The r approval 01 the TDD and any field use of the Truss. handling,storage.installation ane bracing,shall he the responsibility of the Building Designer and Contractor Al notes set out in the TDD and the f practices and guidelines of Building Component Safety Intomrabon(BC51)published by TPI and SOCA are referenced for general guidance TPI I defines the responslbddies and duties of the Truss Designer,Truss _ Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed uron in writing by all padres involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any budding All capdalized terms are as defined in TPI 1 " l _c n ht®2014 ProBuiid-OrJ En in e ,LLC.(OrJI R ducban of this oocu_11,inn anyfarm,is•rahibled without wntten from PmOiid,i-Dr.l ENGINEERING i::: apy g g e ring epro permission 1 Job Truss Truss Type ;Qty IPly I Pacific Evergreen Homes-12286 I 10081117 61505608 A03 Common '7 1 I._____I1Job Reference(ppttonal)_ Probuild Clackamas, Clackamas.OR 97015 7.600 s Oct 3 2014 MiTek Industries,Inc Wed Jul 01 17 25 42 2015 Page 1 ID'zxOs6gOgAOSprgB9HRn9fZz54ED-ACoVOZOlwCJ4anaEgYueEykXB9G4gvy05JIWvIzOMgN I 6-0-0 12-0-0 _— 18-0-0 I 24-0-0 1 25-6- 6-0-0 6-0-0 6-0-0 6-0-0 1-6-0 4x4 = Scale=1 49 3 3 4 11 / \\ 12 8 00 12 \\ r 2x3 \\ •\ 2x4 // 2 4 3 3 \\\ •6 10 / \ �8 / V�1— \ 13 c/ 5 ' ?f � 1-8 — — ____LL___, 5:8—. I 6 ie 9 4 8 7 o 3x6= 3x4 == 3x4 =33x4 = 3x6 _ 8.0-0 _ —_--_._--.—_—_16-0-0 __---.._---_I__-- —_—_24 00 8-0-0 8-0-0 Plate Offsets(X,Y)-- 11:0-6-0,0-0-111,(3-0-2-0,0-1-121.(5 0-6-0 0-0-101_ LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0 25 Vert(LL) -0.15 7-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0 28 Vert(TL) -0.26 7-9 >999 180 TCDL 7.0 I Rep Stress Incr Yes WB 0 32 Horz(TL) 0 04 5 n/a n/a 1 BCLL 0.0 ' 1Code IBC2012/TPI2007 i (Matrix) _ Weight:112 lb FT=10% BCDL_ 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-2-9 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 i REACTIONS. (lb/size) 1=992/Mechanical,5=1110/0-5-8 (min.0-1-8) Max Horz 1=-249(LC 6) _I Max Upliftl=-205(LC 10),5=-259(LC 11) FORCES. (Ib)-Max.Comp/Max.Ten -All forces 250(Ib)or less except when shown °' ` " TOP CHORD 1-10=-1454/317,2-10=-1285/333 2-11=-1307/377,3-11=-1186/388,3-12 1157/365, k=' t+lH �, w., 4 12=-1279/354,4-13=-1258/311 5-13=-1446/286 49 BOT CHORD 1-9=-302/1281,9-14=-50/791,8 14=-50/791.7-8=-50/791,5-7=-140/1113 0 43 ,0"t1‘ 91A,S 'e '" WEBS 3-7=-207/638,4-7=-371/316,3-9=-226/683,2-9=-403/328 0 4k-' 40 �;a: 001 to V o 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)0-0-12 to 3-0-12,Interior(1)3-0-12 to 9-0-0 Exterior(2)9-0-0 to 12-0-0,Interior(1)15-0-0 " 4 to 22-6-0 zone;cantilever left and right exposed:C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1 60 plateit Q grip DOL=1 60 -, 04 ((to 6 2)TCLL ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B,Fully Exp:Ct=1 - AG ' itNi114.1.1j*Ts 11 3)This truss has been designed for greater of min roof live load of 16 0 psf or 2 00 times flat roof load of 25.0 psf on overhangs *'i,. 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 P;'�}�, fit between the bottom chord and any other members,with BCDL=10 Opsf c- ,(`,gra , 6)A plate rating reduction of 20%has been applied for the green lumber members. i-, r` y Ca " T 6/O ,x 7)Refer to girder(s)for truss to truss connections. ',(1• 1w- ' I \ 8)Provide mechanicaconnection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb)1=205, 14t' 5%25PE r-- 9)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 ,µ•,•.� 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss I LOAD CASE(S) Standard f._. �. ��`�-� -�'� '.• r ir-47 .<,,f „...,4,12,...,„„.,..„l`'x,, ' ,",, 4.,;4g,'' ,i, a,* RENEWAL-...„,,,J0,,......,,,..1 DATE-'1: /7 i/2 _5 July 2,2015 Wrdaso:xo.%,' .r.”YWOds Y. 0,=° _ .,x z,"- . . F -` ',a. _'"+ki%Au`'aP.,'•.nxs -r;» (, WARNING-Please thoroughly review the"Customers Acknowledgement of ProBulid Standard Terms for Manulacturea Products'form Verily design parameters and reaa notes on this Truss Design Drawing(TDD) AA and the DnJ Reference Sheet(rev 11-14)before use Unless otherwise stated on the TDD.only Mach connector plates snail be usea lar this'DO to be valid As a Truss Design Engineer 0 e Specialty Engineer), Me seal on any TDD represents an acceptance of the professional eng teenng responsibility for the design of the single Truss depicted on the TDD only,under TPI 1 The design assumptions Ioad ng conditions ?: suitability and use of this Truss for any Budding is the responsibility of the Owner,the Owner's authorized agent or the Budding Decoder in the context of the IRC the IBC.the local building code and TPI 1 The ,;'-"' approval of the TOD and any field use of the Truss including handling.storage nsta kation and bracing,shall be the respons h ty rt,he Building Designer and Contractor At notes set outin the TDD and the Y. practices ado guidelines of Budding Component Safety In format on(BCS1)pubs sled by Cl" 3110 SBCA are referenced(cr general ct',' ,PI 1°ernes me responsibilities and duties°I the Truss Designer,Truss 1. Design Engineer and Truss Manufacturer,unless othetwase defined bye Contract agreed upon in'imind by all flames involved O r toss g _ er is NOT the Building Designer or Truss System Engineer for any building All capitalized terms are as defined in Tel 1 ENGINEERING Cmenght 0 2014 ProBbild•DrJ Engineering,LLC.(Ltd)Reproduction of this document in any form a prohibited without Amien pennuson from ProBuilthO J 1 r Job ITruss Truss Type 'Qty IPly I Paulo Evergreen Homes-12288 81505608 A04 Roolspecial 12 1 ( 110081118 ________L-_---..Job Referenc aptional) Probulld Clackamas, Clackamas,OR 97015 7 600 s Oct 3 2014 M,Tek Industnes,Inc Wed Jul 01 17 2543 2015 Page 1 ID:zxOs6gQgA0SprqB9HRn9fZz54ED-ePMucv1whWRxBx9REGPtm9GfeZZOPFsYKzU3SBzOMgM 6-0-0 - 12-0-0_ {_-_ 18-0-0 24=0-0 25-6-0 6-0-0 6-0-0 6-0-0 6-0-0 1-6-0 Scale=1 52 0 5x6= `, 3 Ok 0 �� � 1 S 0012 i 1 2x4 \\ / /// I8 III, \\ 2x4 -i ol 2 - // �4 oh // - 5x6= �z�'--_ 1 1 �� I✓ s 5-7 — — \ 6 1' N o 7 o 3x8 % 4x10 400 'T 5x8 6---- H _L 6-11-12 . 13-6-0 24=0_0 —I 6-11-12 1 6-6-4 10-6-0 . Plate Offsets(X,Y)-- [1.0-1-1,0-0-51,(3.0-2-4,0-1-81,15 0-0-15,Edgel,f8.0-2-8,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39Vert(LL) -0.34 5-7 >825 240 MT20 220/195 (Roof Snow=25 0) Lumber DOL 1 15 BC 0 49 -I Vert(TL) -1 07 5-7 >266 180 TCDL 7.0 Rep Stress Incr Yes WB 0 79 Horz(TL) 0.19 5 n/a n/a BCLL 0 0 * Code IBC2012/TP12007 (Matrix) Weight 109 lb FT=10% BCDL 10 0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins BOT CHORD 2x4 DF No 1&Btr G BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 1=992/Mechanical,5=1110/0-5-8 (min 0-1-8) Max Horz 1=-251(LC 8) u, Max Uplift1=-205(LC 10),5=-258(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown - TOP CHORD 1-9=-2621/617,2-9=-2533/633,2-10=-2450/669.3-10=-2321/680,3-11=-953/313. sPThL3 4-11=-1087/302,4-12=-1323/347,5-12=-1372/322 `"",„„y BOT CHORD 1-8=-614/2289 7-8=-691826,5-7=-162!1083 ;;� � Fr�� ��, .� ,� WEBS 2-8=-350/312,3-8=-542/1862,3-7=-163/260,4-7=-419/312 77,,/;a / - ,a, ll NOTES- tt 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,fv1WFRS ,„ (envelope)gable end zone and C-C Extenor(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 9-0-0,Exterior(2)9-0-0 to 12-0-0,Interior(1)15-0-0 `, , to 22-6-0 zone;cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1 60 plate a . grip DOL=1.60 , " `w'r`• 2)TCLL:ASCE 7-10,Pf=25.0 psf(flat roof snow);Category I1,Exp B;Fully Exp,Ct=1 3)This truss has been designed for greater of min roof live load of 16 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 memberst ,.:'*';').›6)A plate rating reduction of 20%has been applied for the green lumber members. 7'- (14( .- !,,,'"["*„.;\ 7) ["-.}"�� 7)Refer to girder(s)for truss to truss connections. fi \\V ‘ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at fomt(s)except(It=1b)1=205, .-',17, e:, .7 y 5=258. 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. W ' ,e71., LOAD CASE(S) Standard ',„,),:z_:<1,,,,!:,:-L,"'.. .,„.1 '�` , r-� ,;r„1 <,.., �' ?':u "-Era,:; tF-F<, 1-2; i. - 11_. ('ate. - - July 2,2015 t eua °st+shuns tirtcraMinstatatg.3 Aerbostrytyr COW.-:y„-:H" -_ s. ,, AA 'uW/236.."A;'>.: -.,,,- _ :loss "..,..-2_,. arri-.-.,,... _ WARNING-Please thoroughly rev ee,the Cuseomer s Acknowledgement ef Prusu Id standard Terrns for Manufactured Products loan Ver ly des gn parameters anu r=_ad notes cr tits Truss Design Draw ng(TDD) and the DrJ Reference Sheet(rev 11 14)before use Unless otherw se slated on.he TDD only hl Tek connector plzles shall be used for th s TDD to be vsl o Asa Truss Des gn Eng neer(e specialty Eng neer), the seal on any TDD represents an acceptance of the professional engineenng responsibility ler the design of the single Truss depicted on the TDD only under TPI 1 The design assumptions.loading conditions • .3$}01. suitability and use of this Truss for arty Building is the responsixih ly of the Owner,the Owner's author ued agent or the Budding 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 storago nstallaf oo and b acing shall be the responsibility of the Bu Id ng Designer and Contractor All notes set out in the TDD and the practices and gutdelnes of Building Component Safety infor naeon(BCSI I published by TPI and SBCA are referer oed for gene al gu dance TPI-defines the respons b t es and duties of the Truss Designer,Truss '� Design Engineer and Truss Manufacturer,unless otherwise defined by o Contract agreed upon in.vntng by all parties involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer _. for any budding All capitalized terms are as defined in TPI 1 prd prd permission EKGINEER1NC�u:; copyright©2014 ProBuild-DrJ Engineering,LLC.(DrJ Reproduction of this document,in an fnnn,is hibi[ed without wetter, from Pro Build-DrJ r Job Truss Truss Type /Qty Ply Pacific Evergreen Horses-1228B 181505608 A05 Roof Special ',5 1 1100811191 — — __ —.________I_____—I_--Job Reference(ophonal) Probutld Clackamas, Clackamas,OR 97015 7 000 s Oct 3 2014 MiTek Industries,Inc Wed Jul 01 17 25 44 2015 Page 1 ID:zxOs6gQgAOSprqB9HRn9fZz54ED-7bvGpEIYSgZop5fdnzw6JNpgJzvGB)mhZdEc_dzOMgL 1 1 6 0 6-0-0 12-0-0 18-0-0 24-0-0 25-6-0 I 1-6-0 6-0-0 6-0-0 6-0-0 6-0-0 1-6-0 Scala=1 53 0 5x0 = 4t 4 1 ' ,12 8.00 12 �� I 2x4 0 / `\,iltl 2x4 �, ct \ // 418 /X4.7\ �� IzzI • 10 / 9 --- \ I /8 13 5x6 = 8\ csi 2 \ i=� 6 G �� 6-A la a 3x8 4,10 4 00 12 Esti _a 1 6-11-12 _I_ _ 13-6-0_ --_ _ 24-0-0 1 6-11-12 _6-6-4 10-6-0 Plate Offsets(X,Y)-- [2:0-1-1,0-0-5),[4.0-2-12,0-1-12),(6.0-0-15,Edge),[9'0-2-12,0-2-12) LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1 15 TC 0 41 Vert(LL) -0.34 6-8 >821 240 MT20 220/195 TCDL 7.0 Lumber DOL 1 15 BC 0.49 Vert(TL) -1.07 6-8 >265 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.75 Horz(TL) 0 18 6 n/a n/a • BCDL 10.0 I Code IBC2012/TPI2007 (Matrix) Weight:111 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purling. BOT CHORD 2x4 DF No.1&Bir G BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing WEBS 2x4 DF Std G REACTIONS. (lb/size) 2=1099/0-5-8 (min..0-1-8),6=1099/0-5-8 (min.0-1-8) Max Horz 2=-259(LC 8) .. Max Uplift2=-257(LC 10),6=-257(LC 11) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 15 P . TOP CHORD 2-10=-2544/568,3-10=-2453/593,3-11=-2354/630,4-11=-2226/641,4-12=-933/300, ,. losEPH5-12=-1068/289.5-13=-1304/334.6 13=-1353/309 b BOT CHORD 2-9=-572/2191,8-9=-62/809,6-8=-156/1067 C11 WR' - WEBS 3-9=-323/299 4-9=-503/1771,4-8=-164/263,5-8=-419/312 € x$ at:' 7.— G',,05 1`., 15 NOTES- a � 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4 2psf,BCDL=6.Opsf;h=2510 Cat,II,Exp B:enclosed,MWFRS in5 ;, (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-0-0,Exterior(2)9-0"0 to 12-0-0,Interior(1)15-0-0 to , iiz 22-6-0 zone;cantilever left and nght exposed;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate a° + '1C ., ?5 grip DOL=1.60 •dO a e - (i.e.(a ' "o- 2)TCLL;ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp:Ct=1 '.,4,.. 3)This truss has been designed for greater of min roof live load of 16 0 psf or 2.00 times flat roof load of 25.0 psf on overhangs . 8 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,, PI , fit between the bottom chord and any other members. • 6)A plate rating reduction of 20%has been applied for the green lumber members ‹s,..) �,1,-3 TY((\` :",,,,a) 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity D '0 . r of bearing surface. , s „� r (byothers) bearing platecapablewithstandingupliftjoint(s)except(1 ) ..7.o2: r 8 Provide mechanical connectionof truss to of100 lb att-Ib 2=257, 6=257. 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. !/fit , LOAD CASE(S) Standard , 2 f - ,yi { 1r )' ----_---- RENEWAL DATE !2%3 1;-0'S July 2,2015 'a.s:SSR / .. vude . TP b�..""c Fuw«JB ..,G.,nwdnond sn",u,,,an'i rrnc e,.e+..0'- a..ugk .' a. ,gute,o,.fs vuaw:J .> :> vinrnxssrousgxwuer'zxxven es d ouuwskn u WARNING-Please thoroughly review the"Cuslomefs Acknowledgement of ProBuild Standard Terms for Manufactured Products'form Verily design parameters and read nates on this Truss Design Drawing(TDD) .&Ss and the DrJ Reference sheet trey 11 14)before use unless otherw se staled on the TDD only M Tek cr,rnector plates shall be used lot til s TDD to be vat d irisa Truss Des gn Eng neer(i e specialty Eng neer), the seal on any TDD represents an acceptance of the professional engineering res pons h I ty for the design of the single Truss depicted on the TDD only,under TPI 1 The design assumpl ons,loading conditions, suitability 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 cone rt of the IRC.the 1E1C the local building code and TPI 1 The ® 'i approval of the TOD and any field use of the Truss,including handling,storage,installation and bracing,shall he the responsibility of'de Buhnn.g Designer and Contractor All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by 171 arid SBCA are referenced for denvidi gr n.'t n PI i defines the responsibilities and doles of the Truss Designer.Truss Design Engineer and Truss Manufacturer unless otherwise defined by a Contract agreed upon in wnl ng by all parties inyctIved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer z , for any building.All capitalized terms are as defined in TPI 1 ENGINEERING/ 1 Copyright 52014 ProButld-DrJ Engineering,LLC,(DrJ)Reproduction of this document.in any form._prohibited_ttheui mitten permission horn ProBwid-DrJ __ Job (Truss Truss Type (Oty (Ply I Pacific Evergreen Homes-12288 81505608 A06 Common Supposed Gaale 11 1 I 10081120 _____I___._-___,,Job Reference1(2ptlonal) Proouild Clackamas. Clackamas.OR 97015 7.600 s Oct 3 2014 MiTek Industries,Inc Wed Jul 01 17 25A5 2015 Page 1 I D:zxOs6gQgA0SprqB9HRn9fZz54ED-bnTe1 a2AD7hfRFIpLhRLraM3NNL7tHKgnH2AW4z0MgK -1-6-0 , 12-0-0__ 24-0-0 _ 125-6-0 ( 1-6-0 12-0-0 12-0-0 1-6-0 Scale=1.54 7 4x4 • 8 9 1 IJ 800 12 6 I 10 5 I 11 .. /�' I 8,21 ''8.4.,,,,, 4 722 1 9�2D f 12 61,28 i � � 1 -19 I S - I 3 5'•24 11-18 13 a 4.30 j I 1 12-17 3,2¢ 1 -16 m, 2 Iqf -,71-- I �n I-I I Imo' 14 + of Amur. ..----4111:-.:- a .; ,-/-a.1a-' ,tiT i �: _ .__ ? . -lC14-20-�-._-i_ 15O 3x4 26 25 24 23 22 21 20 19 18 17 16 3x4 5x6 = ' 1- _- 24-Q_0 _ 24-0.0 Plate Offsets(X,Y)-- [2:0-2-0.0-1-81,[14-0-2-0,0-1-81,[20.0-3-0.0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0,13 Vert(LL) 0.01 15 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.07 Vert(TL) 0 00 15 n/r 120 TCDL 7,0 Rep Stress Ina Yes WB 0 22 Horz(TL) 0 01 14 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:142 lb 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 ' OTHERS 2x4 DF Std G REACTIONS. All beanngs 24-0-0. (Ib)- Max Horz 2=-258(LC 8) Max Uplift All uplift 100 lb or less at joint(s)14,22,23,24,25,26.20,19,18,17.16,2 Max Gray All reactions 250 lb or less at joint(s)21,22,23,24,25,26.20, 19, 18. 17.16 except 14=280(LC 16).2=281(LC 16) 6 it, ' 6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown l�$ � r �.r 4,$,1, ov WASp,- ? .. NOTES- '{M Q.>. 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf,BCDL=6 Opsf,h=25ft,Cat II;Exp B;enclosed.MWFRS (envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 9-0-0.Corner(3)9-0-0 to 12-0-0,Exterior(2)15-0-0 to tifw 22-6-0 zone;cantilever left and right exposed:C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1.60 piate u1 grip DOL=1 60 ' +nt. 2) Truss designed for wind loads in the plane of the truss only For studs exposed to wind(normal to the face),see Standard Industry t31$ v . Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ;r , r 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ` . 4 v4*4 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. P �}F 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. .moi N...,(3)NE-4.E/ 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'4 �'r fit between the bottom chord and any other members. c..;;"- '<- 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 lb uplift at joint(s)14,22.23.24.25. 26,20,19.18,17,16,2. 12)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI/TPI 1. J 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ',t.• , , O -3O �/4(11z LOAD CASE(S) Standard �V �--` .r_:.�^•""4'*1-./ RENEWAL DATE 1.2/i:, - July 2,2015 ..-- 's> ro m a^- :z ':,axi,t'a2.s3.t:'3 .i :?:.'F t, 1,''.c,;.4;.a-ra3'zaz„T, -,w.•,,,... .m.. ., r ., [� WARNING'Please thoroughly review the"Customefs Auknowledgeinent of ProButirl Slnrdard Terms for htanulacicred Products'lona Verily design par.unelr-m and rend notes on this Truss Design Drawing(TDD) X63 lad the DIJ Reference Sheet(rev t t-tai before use Unless otherwise stated on the TDD,only MfTek connector plates shall ne used for this 130 o he valid.As n Truss Design Engineer(f a.Specialty Engineer). • the seal on any TDD represents an acceptance of the professional engineering respnnsibilrt/In:the assign of the single truss depicted on the i DD only.under P01 1,The design assumptions,loading conditions, swtabi6ly and use of this Truss for any Sodding is doe responstitlity of the O:.ner.the Owner's author,ed agent or the Building Designer,in the context of the RC,Ise IBC the local hulloing code and TPI 1.The , _yL .1approval of the TOD and any field use of the Truss.including ttandlnlg,storage instnitahnn ann blaring shall Sc the resporsihih01 ly of the Redoing Destonann Contractor OH notes set out in the TOD and the f practices and guidelines of BuilmComponent Comnent Safety tntonnnuan(SCSI)puelisme,by TPI and SBCA gm referenced for general gucanoe 7711 notions lbs respensihtlibes and unites of the 1 russ Designer.Truss _ ,, Design Engineer one Truss Manufacturer.unless otnerwrse defined by a Cas:tact agreed noon in mitctg by.-4:game.ir..ol-ee The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any budding.All capitalized terms are as(mimeo in TPI 1 ENGINEERING;/ (__ Copynghl®2014 ProBwld.DrJ Engine nag,LLC,(Dr-I)Reproduction t this dccum_in an)form,is prohibited without writes penton.from Praeuitd_DrJ r Job Truss Truss Type 'Oty ;Ply I Pacific Evergreen Homes-12288 I 110081121 81505608 B01 Common Supported Gable 1 1 1 Job R,erence(ppttonal) Probuild Clackamas, Clackamas,OR 97015 7.600 s Ocl 3 2014 MiTek Industries,Inc.Wed Jul 01 1725:46 2015 Page 1 I D'zxOs6gOgAOSprqB9HRr9fZz54ED-3z 10Ew3o_RpW 2PtOvOyaOouE7nh Kcn2_0x(j2 WzOMgJ -1-6-0 8-3-0 16-6-0 ' 1-6-0 8-3-0 8-3-0 Scale=1:36.4 4x4= 6 5 �� � 7 {v7. iA :LE1 3 3-17 2 I IJ— 14 rt 1 3x4 i 17 16 15 14 13 12 11 3x4 I —_ - 16=6-0 I 16-6-0 Plate Offsets(X,Y)-- [2:0-2-0,0-1-81.[10:0-2-0,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0 13 Vert(LL) 0 00 1 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0 07 Vert(TL) 0 00 1 n/r 120 TCDL 7.0 Rep Stress Incr Yes WB 0 06 Horz(TL) 0.00 10 n/a n/a BCDL 10,0 Code IBC2012/TP12007 (Matrix) I Weight 82 lb 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 16-6-0. (lb)- Max Horz 2=177(LC 7) Max Uplift All uplift 100 lb or less at joint(s)2,15.16,17.12 except 13=-100(LC 11), 11=-112(LC 11) Max Grav All reactions 250 lb or less at joint(s)10.14,15,16,17,13,12,11 except 2=277(LC 16) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shorwn. 11, S aPI' d� NOTES- w - VIAS104, t ..0�- 1)Wind.ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf,BCDL=6.Opsf;h=25ft;Cat.II.Exp B:enclosed;MWFRS w7 ' ' / V. -'1. V (envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-6-Q Exterior(2)1-6-0 to 5-3-0,Corner(3) -3-0 to 8-3-0,Exterior(2)11-3-0 to x,- 13-6-0 zone;cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate '•.„ 1- 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 , ~1' , , *� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ." --.. . ,S(9 3)TCLL:ASCE 7-10;Pf=25.0 psf(fat roof snow),Category II;Exp B,Fully Exp.,Ct=1 C3N �, 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2 00 times flat roof load of 25 0 psf on overhangs ,f,'. .Ica non-concurrent with other live loads '' �ii. 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. p R'P4 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads ,-,<(..,‘ c� Os, 9)•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 :,, -yGlNE - ,/ fit between the bottom chord and any other members. tx; r 10)A plate rating reduction of 20%has been applied for the green lumber members. / ; 85525P E c-- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2, 15,16, 17.12 ._, . • except(jt=lb)13=100,11=112. 12)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI/TPI 1. r.,..1 13)"Fix heels only Member end fixity model was used in the analysis and design of this truss LOAD CASE(S) Standard w57n ` i?,c''r' �4, ✓i �y r ""a c"`"".w,1� RENEWAL DATE 1.2/3 1 ;2 0:1,5 July 2,2015 Gulp. . .mr r..> 33=7, r,•' ,+^ -•cup .r—... Cz:: :" :.2,,,,,�' -•.-•-9°-:.,zm'v, onmoa.emai, WARNING-Please thoroughly review the'Cuslomers Acknowledgement ni ProBUlid Standard Teens for Manufactured Produvis"form Verity design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheer(rev 11-14)bolero use unless olneneise stated on the TDD,only MrTek connecter piares shall he uses lar this TDD ro be valid Asa Truss Design Engineer(i e..Specialty Engineer). the seal an any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under IPI 1.The design assumptions,beefing conditions. suitability and use of this Truss for any Budding is the responsibility of the Owner.rhe Owners authorized agent or the Building Designer,in Vie contest of the IRC,the IBC.the local building coon and TPI 1.The• approval of the TDD and any field use of the Truss,incluamg handling,storage,installation and bracing,shall be the responsibility of ine Bude:ng Designer and Contractor All notes set out In the TDD and the practices and guidelines of Building Component Safety Information(BCS[)published by TPI and SBCA are referenced fix gunerd guidonre.TPI 1 defines the responsibrbhes and duces of the Truss Designer.Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties uivolveo 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 Co, ht©2014 ProBudd-DrJ Engineenn LLC.(DrJ.ReproductionENGINEERING f r. 1 vng 9. I or this doeimienL in any hire,is prohibited wilhow wmten permission tram aroBand-DrJ p-6t, Truss Truss Type I0ty Ply I Pacific Evergreen Homes-12288 _ n°081122) 81505608 802 Roof Soec:el 12 1 I 1Job Reference_(opLonal) Probeild Clackamas, Clackamas,OR 97015 7 600 s Oct 3 2014 MITek Industries,Inc.Wed Jul 01 17 25 47 2015 Page 1 IDzr.0s600gAOSprgB9HRn9fZz54ED-XAbOSG40kIxNgZSCT6Tpx?ROfAzZL8P7FbSHbyz0Mgl -1-6-0 4-4-12 _ -} _ 8-3-0 _ I 12-1-3 __ _16-6-0 1-6-0 4-4-12 3-10-3 3-10-3 4-4-13 Scale-,1 37 3 4x4 = 4 10 8 00 F2 2x4 = 9 4-7 \ 2x4 = Q _ 3 l 5 m ' 37— 5-/ — L-`t'-6 11 �// 8 = 2 6 ry dl 1, iii co 0 1 ; I 4.00 112 11. 1 o 3x6-i 3x6 J I —_ 8_3-0 i16-6-0 _ 1 8-3-0 __-- 8-3-0 Plate Offsets(X,Y)-- f2:0-1-13,0-1-81,16.0-1-13.0-1-81 LOADING(psf) 1 TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. In floc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1 15 TC 0.21 Vert(LL) -0 14 2-7 >999 240 MT20 220/195 • TCDL 7.0 Lumber DOL 1.15 BC 0 33 Vert(T L) -0 44 6-7 >438 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0 44 Horz(TL) 0.13 6 n/a n/a BCDL 10.0 , Code IBC2012/TP12007 (Matrix) Weight.69 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-8 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. (lb/size) 6=668/0-5-8 (min.0-1-8),2=790/0-5-8 (min.0-1-8) Max Harz 2=178(LC 9) Max Uphft6=-137(LC 11),2=-194(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten -All forces 250(Ib)or less except when shown TOP CHORD 2-8=-1549/395,3-8=-1505/413,3-9=-1169/183,4-9=-1083/196,4-10=-1083/222. 4e 5-10=-1171/210,5-11=-1456/393,6-11=-1574/376 S{,�s H •n-'.}^ - BOT CHORD 2-7=-399/1328,6-7=-279/1327 e 0--\'-e0*.91/‘13.114, 0 WEBS 4-7=-131/990,5-7=-397/326,3-7=-3931296 -y $;4° Cl. NOTES- 1)Wind ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph.TCDL=4 2psf,BCDL=6.Opsf,h=25ft,Cat II,Exp B.enclosed.MWFRS (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-3-0.Exterior(2)5-3-0 to 8-3-0,Interior(1)11-3-0 to x 4 y . 13-3-4 zone:cantilever left and right exposed,C-C for members and forces&MVVFRS for reactions shown.Lumber DOL=1 60 plate 439 grip DOL=1.60 ' - h ik ' jos 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow),Category II,Exp 8;Fully Exp,Ct=1 '�$ 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 limes 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 „s•d,""g��0 '""•�'•-'µ fit between the bottom chord and anyother members . e ",11 �' `" 6)A plate rating reduction of 20%has been applied for the green lumber members. c.r 6`3E€', E' `' • 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity S,�«y' '" k'.,r,. of bearing surface. r-,-,. ;-..- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at loint(s)except It=1b)6=137, '0"� "D 2=194. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6 -, �� 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIfTPI 1 / : 11)"Fix heels only"Member end fixitymodel was used in the analysis and design of this truss o Y 9 . 4 LOAD CASE(S) Standard b° _-•��"r� r re NEWA1 GATE-1 2 i 0 1!2. .5 July 2,2015 .. xn x:..,..-"nzdz" -Tsz ,o ,,.;y:! s ikf<n'u ''s".' "'" s1 .+tar• .rrau .---,,,,, rma s ; aWARNING-Please thoroughly review the"Customer's Acknowledgement of PrnBuiid Standard Terms far hlanuieclured Products Iomt verily design parameters and read toles on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev 11 14)before use Unless otherwise stated on the TDD only M Tek co inector pules shall be used lar this-DD to be vol d As a Truss Des gn Eng neer(i a Spec ally Engineer), the seal on any TDD represents an acceptance of Ore professional eng neen tg responsibility ler the design of the single Truss depicted on the TOD 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 Building Designer in the context of the IRC.the IBC,the local building code and TPI 1 The Ai riltr" approval of the TOD and any Said use of the Truss Including handling storage,installation and bracing,shall ne the responsibility of the Building Designer and Contractor All notes set out in the TDD and lire practices and guidelines of Building Component Safety Information(SCSI)published by TPI and SBCA are referenced for general guidance TPI 1 desires the responsibilities and duties of the Truss Designer,Truss ,•,- Design Engineer and Truss Manufacturer,unless o.herwrse defined by a Contract agreed upon i,:ming by all parties Involved The Truss Design.Engineer is NOT ane Building Designer or Truss System Engineer for any building All capitalized terms are as defined in TPI 1 ENGINEERING,r r- Copyngnt©2014 ProBuild-OtJ Engineenng.LLC.(DrJ)Reproduction of this document,in any learn,is prohibited without wniten permission trout PrnBulld•OrJ Job Truss Truss Type ;Qty IPly I Pacific Evergreen Homes-122813 131505608 B03 Roof Special lie 1 It 0081123 _t___ __i Job Reference(optional) Prebuild Clackamas. Clackamas,OR 97015 7.000 s Oct 3 2014 MiTek Industries.Inc.Wed Jul 01 17-25 48 2015 Page 1 . ID 2:-Ds6gOgAOSprqB9HRn9fZz54ED-TM9mfc53V23Elt1O0pT2TD_YRaKw4b2HUFCg7PzOMgH I-- 4-3-4 t_ 8-1-8 1___ 11-11-12 15-10-8 I 4-3-4 3-10-4 3-10-4 3-10-12 404 = Scale=1.35 6 3 a. 800 12 \ D 2x4 = g 3-7i 2x4 = 4 2 y`.-� 1_36 11 8 Z-7 --_ ,J��- 4-7 _-_ /� 7 ��\\ \�. 3c6 7 / 5x8= \,:\ 6 45 V N ' �� 10 y. op • LI 4.00 12 0 -1 4x8 4x6 I 8-1-8 - - 15.19-8 - 1 8-1-8 7-9-0 Plate Offsets(X,Y)-- 11:0-1-1.0-1-51,[6:0-1-2,0-2-21 LOADING(psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.13 1-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1 15 BC 0.32 Vert(TL) -0.42 1-7 >448 180 BCLL 0.0 ' Rep Stress lncr Yes WB 0 41 Horz(TL) 0 11 6 n/a n/a BCDL10.0 Code IBC2012/TP12007 (Matrix) Weight-68 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-1-10 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 SLIDER Right 2x4 DF Std-G 2-2-12 REACTIONS. (lb/size) 1=656/0-4-0 (min.0-1-8),6=656/Mechanical Max Horz 1=160(LC 7) Max Uplift1=-135(LC 10),6=-132(LC 11) 51 . .7 FORCES. (Ib)-Max.Comp./Max.Ten -All forces 250(Ib)or less except when shown. ,1:. S0S t[-PR b ` TOP CHORD 1-8=-1527/413.2-8=-1409/430,2-9=-1132/208.3-9=-1044/223.3-10=-1044/226, Si 4J, 4-10=-1123/214.4-11=-1338/393,5-11=-1392/384.5-6=-1458/378 � .4,.. 13 `A NI,�. F'� '',,, BOT CHORD 1-7=-42311320,6-7=-268/1195 > ' 4 .„ GVH WEBS 2-7=-378/310 3-7=-137/933,4-7=-319/294 rat NOTES- � . AY 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h 25fL Cat.II,Exp B,enclosed;MWFRS a;, (envelope)gable end zone and C-C Exterior(2)0-2-0 to 3-2-0.Interior(1)3-2-0 to 5-1-8,Exterior(2)5-1-8 to 8-1-8,Interior(1)11-1-8 to a 1• 12-9-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1.60 plate a t ; .'_' grip DOL=1.60 +r 8 ��g 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Cl=1 p 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads k A"'e 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. �� q �Q �s� 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. i,.�Ca1t~<.1E- . >, 7)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity �¢�°QS .c"- ty 4' of bearing surface. f d - 85%25PE t" 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=135. f 6=132. 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. LOAD CASE(S) Standard Y`?z ° (} 'x ~ R`i. II € NEWAL DATE. 1 2/3 1/2C)-5 July 2,2015 _. e;;,„4re ..y-....,,,a;u,..-aa, rra.....rea:ta ,r.: .aLls:.«. ar=- ',.aewat`"�iE ET,Tr i fir .'.:=..,:w 3^-saetr-mr^1,:m.y-t ^ . AliWARNING r-RPeearseencheoSuegehllyreeie1w.1b"eCufoemseerUAlcens oowtewmn esntaoedParoBthaTDDndoanr;d Meaner cfaornnMeactnul"ut rreaPrroIduec:uss"ead rmfor vhersrif'y DdDestge avrametAsrsa a`nmd srseDe oohsEonnn`hese/(uess Design y wng rOD) the seal on any TOD represents an acceptance of the professional engtneenng responsibility for,he design of the single Truss depicted on the TOD only.under TPI 1 The design assumptions.loading conditions. :.r"9 suitability and use of this Truss for any Building is the responsibility of the Owner,the Owner's authorized agent or the Budding Designer,in the content of the ICC the IBC.the local building code and 1 PI I Ther t. ' approval of the TDD and any geld use of the Truss including handling storage installation ane bracing.snail ne the respons b Irty of he cu Ie ng Designer acs Contractor.AD notes set out n the TDD and Inc �L?�., practices and guidelines of Building Component Safely Information!BCSII published by TPI end SBCA are referenced for gerecit gu tt..-c -PI'defines the responsibilities and dukes 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's NOT the Budding Designer or Truss System Engineer for any building All capitalized terms are as defined in TPI 1 ENGINEERING I!r; L__ copyright 0 2014 PraBudd-DrJ Engtneenng.LLC.(DrJ)Reproduction I this document.in any farm is prohibited w,lhoul written permission from°mBudd-DrJ_-- • IJob Truss Truss Type Qty Ply .Pacific Evergreen Homes-12286 110081124 81505608 C01 Common Supported Gable 1 1 -- _Job ReferenceLpbonal) Plobulld Clackamas, Clackamas,OR 97015 7 600 s Oct 3 2014 MITek Industries,Inc Wed Jul 01 17 25 49 2015 Page 1 ID:zx0s6gQgA0SprqB9HRn9fZz54ED-TY19sy5hGMBSvscbaXW HOQWkMJ7o81QivxNfrzOMgG ( -1-6-0 l 7-0-0 14-0-0 i 15-6-0 1 1-6-0 7-0-0 7-0-0 1-6-0 Scale=1 32 4 454 no 555 V 4 / 6 8.00 12 \— I, = / 1 3 5-12 1- .' 1 1 / 1 4-13 ' 8-11 I—1 _g 3-1 I , 7,-ill II 1 8 2 n ��aa11 !n u �— L �i u Io Ori Tf Jt-7C7C7C7�7 i��� l��i_7- �f �4 - A!-% / V.• •A. ►40�� ' 9 l 1 304 "i 14 13 12 11 10 3x4 II14-0-0 14-0-0 I Plate Offsets(X,Y)-- 112.0-2-0,0-1-81,(8:0-2-0,0-1-8) _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0 13 Vert(LL) 0 01 9 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.06 Vert)Tl.) 0 01 9 n/r 120 TCDL 7 0 Rep Stress lncr Yes WB 0 04 Horz(TL) 0 00 8 n/a n/a BCLL 0 0 Code IBC2012/TPI2007 (Matrix) Weight:68 lb 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 - OTHERS 2x4 DF Std G REACTIONS. All bearings 14-0-0. (Ib)- Max Horz 2=-163(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,8,13,11 except 14=-105(LC 10),10=-105(LC 11) Max Gray All reactions 250 lb or less at joint(s)12,13,14,11,10 except 2=270(LC 16),8=270(LC 16) 50 9 4 za r FORCES. (Ib)-Max.Comp/Max Ten -All forces 250(Ib)or less except when shown. ' toSE.'J1 bks w_ NOTES- $ OI WASXtr, 74+ "=0 1)Wind'ASCE 7-10;Vult=140m h(3-second gust)Vaso=111m h;TCDL=4.2psf:BCDL=6 0 sf:h=25ft;Cat.Ii,ExpB,enclosed,MWFRS -"W PP P P (envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 4-0-0.Corner(3)4-0-0 to 7-0-0,Exterior(2)10-0-0 to A 4' 12-6-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate '' 1 grip DOL=1.60 • ,f : 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 0e Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 11t� 3)TCLL ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II,Exp B,Fully Exp.;Ct=1 0 _'+:+ t ams-''Q > 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2 00 times flat roof load of 25.0 psf on overhangs >- "cY non-concurrent with other live loads. .i/ 5)All plates are 2x4 MT20 unless otherwise indicated k1 1111 6)Gable requires continuous bottom chord hearing 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 ether hoe loads t.C1,.0 ,y4, `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 by2-0-0 wide will `--' `A -i Nt, tt% /d'-') fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members eu^ €5-g! ' 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8,13.11 except f 'j`y (jt=lb)14=105,10=105 12)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI/IP!1 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss „ LOAD CASE(S) Standard ` 2'', ` £a ,d4a� ,•,-; RENEWAL DATE 12/3 1/7.0-_- July 2,2015 WARNING-Please lhornughly review the Customers Acknowledgement of ProBu Id Standard Teens lot Marulactured Products form verity des gn parameters and read notes on til s Truss Design Draw ng(TDD) and the DrJ Reference Sheet(rev 11.141 before use Unless otherw se stated on the TDD,only M Tek connector plates shall he used far lilts TDD to be vat d Asa Truss Des g r E tg neer(e spec ally Eng neer) the seal on any ODD represents an acceptance of the professional erg neenng responsibility for the dea gn of the single Truss dep also on the TOD only under rpi 1 The design assumpi ons loading L011611011S,ons i i, suitability and use of this Truss for any Building is the responsibility of the Owner,the Owner's author zed agent or the Budding Designer,in the context of the IRC the IBC,the local budding code and TPI 1 The J approval of the ODD and any field use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of the Budding Designer and Contractor All notes set out n the TDD and the practices and guidelines of Building Component Safety tnfonnatton(BCSI)published by TPI ane SECA c re reference for general guidance TPI 1(defines the respons b t es arta duties of the Truss Designer Truss , Design Engineer and Truss Manufacturer.unless otherwise defined by a Contract agreed upon in writing by all caries involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building An capitalised terms are as defined in TPI 1 cd ht©2014 PmBuld-DrJ Engineering, preauction d pro permission ENGINEERING;;:: pyng g e ring,LLC.(DrJ Re f this document,in an form,is h,bned without welter from ProBudd-Ord Job !Truss Truss Type lOty Ply I Pacific Evergreen Homes-1228B 110081125 51505608 CO2 Common 11 1 Job Reference(ophonll) Probuild Clackamas, Clackamas,OR 97015 7 600 s Oct 3 2014 MiTek Industries,Inc.Wed Jul 01 1725 49 2015 Page 1 I D:zxOs6gQgAOSprq B9 H Rn9fZz54 E D-TYf9sy5hGM B5vscbaXW HOQW hy_gho6fOivxNfrz0MgG -1-6-0 7-0-0I 14-0-0 i 15-6-0 1-6-0 7-0-0 7-0-0 1-6-0 • Scale=1 32 5 404 = 3 %I\ \I 8.00 112 \ 8 I \ 3 -6! �5 \- 10 7 4 2 El - 2-a 0ld /' = 6 2x4 3x8 = 7i0_Q-__ .____--- _ 14-0-0 I 7-0-0 7-0-0 Plate Offsets(X,Y)-- 12:0-8-0,0-0-141,(4:0-8-0,0-0-141 LOADING(psf)50 SPACING- 2-0-0 CSI. DEFL. in (log) 1/deft Lid PLATES GRIP CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.35 I Verl(LL) 0 07 2-6 >999 240 MT20 220/195 Lumber DOL 1 15 BC 0 22 Vert(TL) -0.14 2-6 >999 180 TCDL 7.0 Rep Stress lncr Yes WB 0 13 Horz(TL) 0 01 4 n/a n/a BCDL 10 0 Code IBC2012/TP12007 I _ (Matrix) 1 Weight.54 lb 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 2x4 DF No.1&Bir G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 DF Std G REACTIONS. (Ib/size) 2=679/0-5-8 (min.0-1-8).4=679/0-5-8 (min 0-1-8) Max Horz 2=-163(LC 8) Max Uplift2=-171(LC 10),4=-171(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. v 1* 4 a 50 TOP CHORD 2-7=-662/103,7-8=-524/118,3-8=-518/129.3-9=-518/129,9-10=-524/118, ‘00,1S97.0444111)4; 4-10=-662/103 . �3 1.*.'' ' BOT CHORD 2-6=-8/435,4-6=-8/435 a,�A � -�� y, WEBS 3-6=0/327 ex ''' 'lvk' / .* ttr rf'� 0 ee NOTES- 1)Wind:ASCE 7-10;Vul1=140mph(3-second gust)Vasd=111mph;TCDL=4 2psf;BCDL=6 Opsf h=25ft;Cat.II:Exp B;enclosed.MWFRS s. (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 4-0-0.Exterior(2)4-0-0 to 7-0-0,Interior(1)10-0-0 to OW ,, 12-6-0 zone;cantilever left and right exposed:C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate "' • 44 '% .too grip DOL=1.60 't `0 `t`E 4: 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II.Exp B.Fully Exp.,Ct=1 z "�, 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs . 4)-4 non-concurrent with other live loads r? 9.6i t I 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 PR fit between the bottom chord and any other members <<,,,,- Ores, 6)A plate rating reduction of 20%has been applied for the green lumber members ,e,'1 y+<Cz1Pd �. A' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=171, .?..0?'J " 4=171. Li 4 5')t' 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, Q� 9)"Fix heels only Member end fixity model was used in the analysis and design of this truss LOAD CASE(S) Standard 1'2:4 . ;•-1.E,,. .. _ qct- 174, __&,,,),1 2.,:s.,,,,..c P:..,,,,,,;.,le•lc,." RENEWAL DATE- 12/31/20:.s July 2,2015 :44.121 ` a4 essw4om4mw..>ieK111F[ 444- ..5k'M-S- .-...1,1MW"n 4=4.11.r_C'.'."..:*,^wriT9ya&•'--2i 4k.;+awvarivanov,& .- x.a,k, lue-. , a WARNING-Please thorou hl(rav ew li"Customer's Acknowledgement of ProButid Standard Toners for Manufactured Products'lunn Verily enagn permneters and read notes or this Truss Design Drawing(TD3) g y review and the DrJ Reference Sheet oefore use Unless otherwise stated on the TDD,only MiTek connector plates shall he 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 demoted en the TOD 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 Building Designer.in the context dl the IRC.the IBC Ile local building code and TPI 1 The ® ii approval of the TDD and any field use of the Truss including handling.storageinstallation arm bracing shall be Me respons b t,of the Be.Id ig Des gree and Contractor All nates set out in the TOD and the prances and guidelines nl Building Component Safety Infermatton(BCSI)published by TPI and 5BCA are refer encee tor ge:e:.:ci.id:.,e 761 I def nes the responsih ht es and cut es of the Truss Designer.Truss - f t Design Engineer and Truss Manufacturer.unless otherwise defined by a Contract agree.,upon tr.wnhng by all panics involved The:Trove Design Enc:neer is NOT tee Building Designer or Truss System Engineer �� for any building All capitalized terms are as delined in TPI 1 ENGINEERING r;c Copyright®2014 Pro6ulld-DrJ Engineenng,LLC.(DrJ).Reproduction of this document.in any lona,is prohibited without written permission Irons Preguilx.OrJ Job Truss Truss Type IOty IPly I Pacific Evergreen Homes-1228B 81505608 051 AAano Ich SupportedI 110081126 PI Gable I' 1 �__-J _LJob Reference(o 1Ltlonal)_ Probuild Clackamas. Clackamas,OR 97015 7,600 s Ocl 3 2014 MiTek Industries,Inc.Wed Jul01 17 25,50 2015 Page 1 ID.zxOs6gQgAOSprqB9HRn9fZz54ED-xIHX416J1 gKyXOBn8E1 WYe3vjO29XZgaxZhxBHzOMgF I_17.11 , ____ 13-4-8 __ 1316-0 1-7-11 13-4-8 0-1-8 Scale=1:46.4 7 a 6 a 8.00 112 . V.:15 1 m a 1_. 8 11 712 3 63 II 5114 a113 I 3j16 ..I I 1 2 ' ! , L &, /: T ,-r'w7L- m74-/c21i9v,- ,`1v,- 1 vv-7r-is'7,1 01 3x4 16 15 14 13 12 11 10 I Plate Offsets(X,Y)-- [2:0-1-2.0-1-81 LOADING(psf) T SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) 0 00 8 n/r 90 MT20 220/195 (Root Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) 0 00 8 n/r 120 TCDL 7.0 Rep Stress!nor Yes WB 0.15 Horz(TL) 0.00 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight.90 lb 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 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G WEBS 1 Row at midpt 8-11 OTHERS 2x4 DF Std G REACTIONS. All bearings 13-6-0. (Ib)- Max Horz 2=445(LC 10) Max Uplift All uplift 100 lb or less at joint(s)12,13.14,15,11 except 16=-142(LC 10) Max Gray All reactions 250 lb or less at joint(s)12,13.14,15,11 except 2=294(LC 16),16=274(LC 18) ;x51-.c a e ,I0SEPH p4, .a- FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown k, ,4, 4f. TOP CHORD 2-3=-436/362,3-4=-319/243,4-5=-256/205 `` e!745 i5 �3 C NOTES- +x -ham i 1p �.. Fen 1)Wind:ASCE 7-10:Vult=140rnph(3-second gust)Vasd=111 rnph;TCDL=4 2psf;BCDL=6 Opsf:h=25ft,Cat II;Exp B;enclosed;MWFRS 4 ° (envelope)gable end zone and C-C Corner(3)-1-7-11 to 1-4-5.Exterior(2)1-4-5 to 10-6-0.Corner(3)10-6-010 13-6-0 zone:cantilever J to left and right exposed;C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1.60 plate grip DOL=1 60 r`r' qC W 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 t•c ,, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1 �,a kf as 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow),Category II;Exp B;Fully Exp.;Ct=1 � .d f 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2 00 times flat roof load of 25 0 psf on overhangs »- � � � §� non-concurrent with other live loads. 8 tI 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. op PROper, 7)Gable studs spaced at 2-0-0 oc. ,... r.x C. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. .',, 1 0c,)(SEE- 'y 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 • P '�' fit between the bottom chord and any other members. c ' 85%25PE 1- 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 lb uplift at joint(s)12.13,14,15,11 /r except(jt=lb)16=142. / 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 13)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI TPI 1. --- r,` ES M11<1 f. 14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss t)17y? 4 , LOAD CASE(S) Standardt/C ��c r-,, �' RENEWAL DATE 1%/3 1, 2 -.5 July 2,2015 • „ AtiVateAVm'WittAtkfiNPAUW -.n -,, :. ,,,.w :;- • .. rArurarteAWMAtA,7AltdrOsmArreareuredr,vorwn,ma v awu - WARNING-Please thoroughly review the"Customers Acknowledgement of ProBwdd Standard 1 erms lar Manulactuted Products"farm Verity design parameters and read notes on this Truss Design Drawing(TDD) . and the On Reference Sheet(rev 11.14)before use Unless othenrise stated on the TDO,only MiTek connector plates shall he used for this TDD to be valid As a Truss Design Engineer(r.e Specialty Engineer). the seal on any TOD represents an acceptance of the professional engineering responsibility(or the design of the single Truss depicted on the TOD only.unoer 1P1 1.The nesign assumptions loading conditions. suitability and use Of this Truss for any Building is the responsibility of the Owner,the Owner's at:Me red agent or the Budding Designer,in the context of the IRC,the IBC.lire local building code and TPI t The 0 rawS` approval of the 1D0 and any field use of the Truss,nclud ng handling,storage installation mar hr.rc ng shall be the respondbilits of the Building Designer and Contractor AD notes set out in the TOD and the i practices and guide)nes of Building Component Safety Information(SOSII published by TP.ane SBCA are referenced for general guidance Ti- ernes the responsibilities ano out es of the Truss Designer.Truss ,- Design Engineer and Truss Manufacturer.unless othervnse defined by a Contrail agreed upon in venting 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 l:c Copynght®2014 Pra8urel-DrJ Engineering,LLC,(DrJ)Reproduction of this document.in any form,is prohibited vnthaut written permission Iron ProBulld-DO Job Truss Truss Type jOty (Ply Pacific Evergreen Homes-12288 I 110081127 81505608 DO1 D Monopitcn Supported Gable 11 1 I — !Job Reference(opgonal Pieuudd Clackamas. Clackamas,OR 97015 7 600 s Oct 3 2014 MiTek Indusines,Inc.Wed Jul01 17.25.51 2015 Page 1 I D:zxOs6gQgAOSprqB9HRn9fZz54 ED-QxrvHe7xozSo9AmzlxY15rb5ooPyGOujADOUkjzOMq E i 13-4-8 13-6-0 13-4-8 0-11-8 ( 7-'3;;721 /J Scala=1 46.2 I.I 5 / l , 8.00 12 - i K .' 3 / 0 M1r 6111 2 /I 51: 1 I,,f� I , 413 3�14 , 1 1CIEl— 7 —_ o .mss• . a-. .� .rte y. •r 3x4 = 15 14 13 12 11 10 9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.07 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber IDOL 1.15 BC 0 04 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress lncr Yes WB 0 15 Horz(TL) -0 01 8 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:87 lb 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. ' WEBS 2x4 DF Std G WEBS 1 Row at midpt 7-10 ' OTHERS 2x4 DF Std G REACTIONS. All bearings 13-6-0 (lb)- Max Horz 1=410(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1.8,9,11,12.13,14,10 except 15=-176(LC 10) Max Gray All reactions 250 lb or less at joint(s)1,8.11,12,13.14,10 except 15=322(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-443/367,2-3=-317/253,3-4=-258/212 jU$BPF� '' y'�' WA. ,1 �5 NOTES- +s 4V• , amp, 4'A 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf:h=25ft:Cat.II;Exp B:enclosed:MWFRS i AT / 0�.. (envelope)gable end zone and C-C Corner(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 10-6-0,Corner(3)10-6-0 to 13-6-0 zone;cantilever left 4q sv K and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1 60 4 �f t 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 to -_ ;x Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1 s4 . ° * k. 3)TCLL ASCE 7-10.Pf=25.0 psf(flat roof snow);Category II;Exp B,Fully Exp.,Ct=1 t� (ice ?l 4 � 4)All plates are 2x4 MT20 unless otherwise indicated. .>, ,1 �„ p>4` 5)Gable requires continuous bottom chord bearing. .te 5 6)Gable studs spaced at 2-0-0 oc. 6( ,>It'8 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 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 � V fit between the bottom chord and any other members. Ql 9)A plate rating reduction of 20%has been applied for the green lumber members r G1 N.E's /,` 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,8,9,11,12,13. •(.7 'a'\ 14,10 except(jt=1b)15=176 CC 855 c 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. �y LOAD CASE(S) Standard ' d at1 ~' r`� RENEWAL DATE 1 2/3 1;2 0.-5 July 2,2015 rtrem-r?tt:*'arrm-m3 :'3n:'rr ny— -:'. r-.,rvn mmalzwatti: x;. ...,- - i WARNING-Please thoroughly review the"Customers Acknowledgement of ProBuild Standard Terms for Manufactured Products"form.Vent)design parameters and read roles on this Truss Design Drawing(TDD) and the Orl Reference Sheer(rev.11-14)before use Unless otherwise staled on the TDD.only MiTek connector plates shall be used for this TOO to be valid Asa Truss Design Engineer 1t e,Specrally 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,order TPI 1 The design assumptions,loading conditions. sutlahthly and use of this Truss for any Budding is the responsibility or the Owner,the Owners authorized agent or the Building Designer,in the crrtent of the IRC,the IBC.the local building code and TPI 1.The approval of the TOD and any field use of the Truss.including handling.storage.installation and bracing,shall be the responsibility of ine Building Designer and Contractor All notes set out in the TOD and the • practices and guidelines of Budding Component Safety Information 1BC51)published by TPI and SSCA are referenced for general guidance.321 1 defines;he responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer.unless otherwise defined by a Contract agreed upon in wnting by all parties mvolved The Truss Design Engineer is NOT the Budding Designer or Truss System Engineer Inn any building All capitalized terms are as defined in TPI 1. u ENGINEERING r L Copynghl 0 2014 Pro BuildOrJ Engineering.LLC.(DrJ).Reproduction of this document.m any loin),is prohibited without written permission from ProBudd-DrJ ' Job Truss Truss Type 1Oty Ply I Pacific Evergreen Homes-12285 110081128 81505608 D02 Monopach 5 1 , _;Job_Reference(optional) Probwld Clackamas, Clackamas.OR 97015 7 600 s Oct 3 2014 M,Tek Industries,Inc Wed Jul 01 17 25 51 2015 Page 1 ID:zxOs6gOgAOSprqB9H Rn9tZz54 ED-QxrvHe7xozSo9AmzixY15rb2VoNfGufjADQU kjzOMq E ,-1-7-11 , 6-9-0 _� 13-6-0 1 ' 1711 I 690 690 SCale=1 52 6 4 5 2x4 I I J I 10 I 800 71 T // • 3x4 i a/ / -8 '1", 9 I \ 2 \_I I 01 3x8 _---- 8 7 6 2x4 II 3x6== , _E,9_Q —_— 13-6-Q_ —I 6-9-0 6-9-0 Plate Offsets(X,Y)-- 12:0-8-0,0-0-101,13:0-1-12,0-1-81 _ _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0 28 I Vert(LL) -0.04 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) I TCDL 7,0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0.12 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0 68 Hotz(TL) 0 01 7 n/a n/a Code IBC2012/TPI2007 (Matrix) I Weight:73 lb FT=10% BCDL 10.01 -- —— —I — — — 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 4-7 REACTIONS. (lb/size) 7=560/Mechanical,2=674/0-5-8 (min.0-1-8) Max Horz 2=445(LC 10) Max Uplift7=-302(LC 10),2=-77(LC 10) Max Gray 7=595(LC 18),2=674(LC 1) a 7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown 11:1-osePR b�`� "- TOP CHORD 2-9=-666/0,3-9=-448/0 r" S, y� BOT CHORD 2-8=-254/503,7-8=-254/503 .SyF 0'WAS '" WEBS 3-8=0/312,3-7=-619/313 ,,,t,.• ' 4' t`-91,? NOTES- 1)Wind:ASCE 7-10:Vult=l40mph(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)-1-7-11 to 1-4-5,Interior(1)1-4-5 to 10-6-0,Extedor(2)10-6-0 to 13-6-0 zone:cantilever °4" , ar left and right exposed:C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1.60 plate grip DOL=1.60 �rS t'ta 2)TCLL:ASCE 7-10,Pf=25.0 psf(flat roof snow):Category II:Exp B:Fully Exp.:Ct=1 0 $ , 3)This truss has been designed for greater of min roof live load of 16 0 psf or 2.00 times flat roof load of 25 0 psf on overhangs 4t. a � . non-concurrent with other live loads. 1.11 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads `y4 up=10. 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. �� Ccrs R"F�4 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections Y*vG(NEt r'0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except((t=1b) •• h -" rY 'V`;. 7=302. r CZ 8.57 25 0 1 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 LOAD CASE(S) Standard ,,,,,,/,_ , a-E.'• ,,, 4'1) ebb .s. 2 3,.:,.. .e. - RE !SAL. DATE 1.2/31 j-,-1 .5 July 2,2015 WARNING-Please thoroughly review the'Customer' Acknowledgement I I P oB Id Standard.. Q cr .. ur ducts' f.4errty a' omne es F^^ p g y TermsI Manufactured Produrts form Yer iy assign parameters Id read ores on this Truss Design Drawing(TDD) JUN and the DrJ Reference Sheet(rev.11-14)before use Unless otherwise slated on the TDD my MiTet connector plate.shall he used lar this TDD to be valid As a Truss Design Engineer(e.Specially Engineer), the seal on any TDD represents an acceptance of the professional engineenng responsibility for the design of the single Truss nepicred on the TDD only.under TPI 1 The cosign assumptions loading conditions. suitability and use al this Truss for any Building is the responsibility of the Owner.the Owner's authorized agent or the euddntg Designer,in the content of the IRC the Be.Ithe local building node ana TPI 1 The 1 approval of the TDD and any field use of the Truss,including handling.storage.installation ant bracing.shall he the responsibility of the Soloing Designer ano Contractor All notes set out in the i DD and the 1 f practices and guidelines of Building Component Safety Inlomiacon(SCSI)publishes by TP1 and SBCA,aie refs-re-see for general guidance T=1 1 marines the resnons,bdd:es ono duties 01 the Truss Designer,Truss J Design Engineer and Truss Manufacturer.unless otherwise defines by a Contract agreed coon am-oiling h;all conies rn:olved i.te Truss Design Engineer is NOT the Building Designer or Truss System Engineer sI' for any building All capitalized terms are as defined in TPI 1 ENGINEERING;:r• Copynghie 2014 PreBvild-DrJ Eng,neenng.LLC,(DM)Reproouchon of this document,,n any form.is prohibited without mitten pe,mission from Pro9uld-DrJ t • Job Truss Truss Type /Qty /Ply Pacific Evergreen Homes-1228B 110081129 B1505608 003 Monopilch '3 I 1 1 , )Job Reference_(ophona))_ `Prohuild Clackamas, Clackamas.OR 97015 7 6600 s Ocl 3 2014 MiTek Industries,Inc Wed Jul 01 17 25:52 2015 Page 1 ID.zxOs600gAOSprgB9HRn9fZz54ED-u7OHVz8ZZHafnKL9Ft3?d38EYBkq?OLsOtA1 GAzOMqD I—_ 5-6-0 _ 11-0-0 ---4 5-6-0 5-6-0 Scale=1'52 1 3 2x4 II 800 12 10 I 3x4 -2 / 2 4'(71j 3x4 i 777 l TI 1�-8 ��� 1-7-:::-------_____ ,_.1 1 41 "5-II____ 8 7 65 2x4 7 3x4 — 3x6 = 5r.6-0 _--I-- _ 11-0-0 1 5-6-0 5-6-0 Plate Offsets(X,Y)-- 11.0-1-12,0-1-81,12:0-1-12,0-1-8) • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.20 Vert(LL) -0.02 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(TL) -0 06 7-8 >999 180 TCDL 7 0 Rep Stress Incr Yes WB 0.46 Horz(TL) -0 00 6 n/a n/a BCLL 0 0 Code IBC2012/TP12007 (Matrix) Weight:73 lb FT=10% BCDL 10.0 L._ 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 3-6 REACTIONS. (lb/size) 6=468/Mechanical,8=444/0-5-8 (min.0-1-8) Max Horz 8=323(LC 10) - Max Uplift6=-303(LC 10) Max Gray 6=509(LC 17),8=444(LC 1) y F, A 1 FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. . 9." ipS11-Y11 06, ` . TOP CHORD 1-9=-373/0,1-8=-403/0 . 0 � -) s r BOT CHORD 7-8=-323/258.6-7=-197/320 a Y'' r W WEBS 2-6=-464/285.1-7=0/283 " �> NOTES- 55 1)Wind:ASCE 7-10,Vult=140mph(3-second gust)Vasd=111mph;TCDL.=4.2psf,BCDL=6.0psf;h=25ft;Cat.II;Exp B,enclosed;MWFRS : . (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 8-0-0,Exterior(2)8-0-0 to 11-0-0 zone;cantilever IP a- 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 l tip• , '' :1: 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4. vial 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 e�. '' ,ri fit between the bottom chord and any other members. - ' 5)A plate rating reduction of 20%has been applied for the green lumber members. I 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 lb uplift at toint(s)except(jt=1b)6=303. �c'Ql-0 R Ope,d' 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 N>yr(-y1P4) /„', 9)"Fix heels only”Member end fixity model was used in the analysis and design of this truss. „?" fr LOAD CASE(S) Standard ' CC85%255PE �� se) CI- v• ' -- .,,4, ii ,,,../,‘ ,,c,,,,, ,,, ..7, --,,,,,,,2 , ,..„;,,, ,.,-;::-.....,--,.1,, c),-.., ..,....,,,,,,,,,,_,‘,....., RENPWAl. GATE- .'3:, 2 3 . • July 2,2015 WARNING-Please thoroughly review the"Customer's Acknowledgement of Pr oBa ld Standard Tem:s for Manulaclu ed Products tom Verily'lesion parameters and read notes on his Truss Design Drawing(TDD) i and Me DM Reference Sheet(rev 11-14)before use Unless othesese slated on the TDD,only MiTek connector plates shall be used for this TOD to be valid As a Truss Design Engineer(i e..Specialty Engineer). I the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on Rte TDD only.under TPI 1.The design assumptions.loading conditions, • I suit bihly aria use of this Truss for any Building is the responsibility al the Owner.the Owners authorized agent or the Budding Designer.in the rcnte.t of the IRC.the IBC.1110 local budding code and TPI 1 The approval of the TDD and any field use of the Truss.including handling,steraye.installation and bracing.shall be the responsibih:y at:he Budpina Designer ane Contractor Au notes se:out in ice TDD and the r practices and guidelines of Building Component Safety Information(BCSI)puht,shea by TPI and SBCA are referenced for general guiaance 7711 defines the respnnsil'ihbes and duties of the Truss Designer,Truss _ Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in renting try all parties involved The Trr.ss Design Engineer is NOT the Building Designer or Truss System Engineer " - for any building.All caprtalrzed terms are as defined in T711 ENGINEERING/;c Copyright c 2014 Proeudd-DrJ Engineering.LLC.(DrJ)Reproduction of this document.inany form.is prnhibned without wnllen pein_e_i from ProBtalo-Cal Job Truss Truss Type Qty Ply Pacihc Evergreen Homes-12280 110081130 81505608 E01 Common Supported Gable 1 1 Job Reference oprtonal Prot-wild Clackamas. Clackamas,OR 97015 7,600 s Oct 3 2014 MiTek Industries.Inc.Wed Jul01 17:25:53 2015 Page 1 I D.zxOs6gQgAOSprq B9HRn9fZz54E D-M KyfiJ8BKbi WOUwMpMa EAGhSrb51ky0od Wvbocz0 MqC 6-9.0 ---1__ 13-6-0 I 6-9-0 6-9-0 • 4.4= Scale=1 30 0 4 11111. 8.00 12 3 / ''''....N, r-5 ,, -4 I 6 e r 3-11 5-9 I,_I tvl � I ly 7777 Ito 6-8 7 �I 1 if11 1 to—___— —Lcf all --_ Int di V iA A ' KX-Y-CXX9./-i.'77. "7.7ZSTT:? \77-77-\ •:;777}:% • • Job Truss Truss Type jOty I Ply 'Pacific Evergreen Homes-1228B 10081131 81505608 E02 Common ,7 1 1 -- ___ __ ______—__ LJO/Rer?rence(oPLonal) • _ Probuild Clackamas, Clackamas.OR 97015 7.600 s Oct 3 2014 MiTek Industries,Inc Wed Jul 01 17 2553 2015 Page 1 ID:zxOs6gQgAOSprqB9HRo9fZz54ED-MKyfiJ8BKb1WOUwMpMaEAGhN6b24kwhOdWvboczoMgC ' l 6-9-0 13-6-0 I 6-9-0 6-9-0 4x4= Scale=1.30.0 2 I b, 800 12 \\ // \ 7 0 8 5 1-2 ,2_3 24 3 1 to1-3' _ 4 c 3x8 = 2.r4 II 3x6= I 6_9_-0 13-6-0 1 . 6-9-0 6-9-0 Plate Offsets(X,Y)_[1:0-8-0,0-0-10),(3 0-8-0,0-0-10) LOADING(psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 I TC 0.34 Vert(LL) 0.07 1-4 >999 240 MT20 220/195 TCDL 7 0 Lumber DOL 1.15 BC 0.25 Vert(TL) -0 14 1-4 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.13 Horz(TL) 0.01 3 n/a n/a BCDL 10_0 Code IBC2012/TP12007 (Matrix) Weight:47 lb FT=10% - -- — L LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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. (lb/size) 1=548/0-5-8 (min.0-1-8),3=548/0-5-8 (min.0-1-8) Max Horz 1=-131(LC 8) _ Max Uplift1=-112(LC 10),3=-112(LC I1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown, a Si - TOP CHORD 1-5=-665/156,5-6=-536/158.2-6=-530/170.2-7=-530/170,7-8=-536/158.3-8=-665/156 g BOT CHORD 1-4=-36/434,3-4=-36/434 b WEBS 2-4=0/320 ,'i.4 di WAS414, �r 0 4' 4,,,, Or', NOTES- fur `" 1)Wind'ASCE 7-10;Vult=14omph(3-second gust)Vasd=t 11 mph;TCDL=4 2psf;BCDL=6.Opsf:h=25ft,Cat.II;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 3-9-0.Exterior(2)3-9-0 to 6-9-0.Interior(1)9-9-0 to 'n '+��//"� 10-3-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1 60 plate . $3#` ,t4, Ar grip DOL=1.60RA • 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II,Exp B.Fully Exp;Ct=1 Q fir• Q$ e, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads ''I' $ iitiL 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 Y+ I fit between the bottom chord and any other members AY V"'W 0.t 5)A plate rating reduction of 20%has been applied for the green lumber members 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=112. � o`+ 3=112. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -,� S, 1NE's� >, 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 1 ' LOAD CASE(S) Standard cc' 855255PE. �{ ... r` '''001::," ""_'.." mac',, f RENEWAL DATE .[F/3 /1 2015 July 2,2015 _ , __,�, y(k.; Ix LA^...Ate.,. •` - ,�xa. •z.x,-a�'�a_�11 r_...._;M._.,..�, s -. �ah,i��., '�,I4T�s.-ams c=am - A[. WARNING•Please thoroughly review the"Customer's Acknowledgement of Proeuild Standard Terms for Manufacture,'Products-form_Verily design parameters and read notes on this Truss Design Drawing(7001 Arffi and the DrJ Reference Sheet(rev.11-141 beldre use.Unless othunvrse stated on the TOD.only MITek connecror plates shag rte used for this TOD to be valid As a miss Design Engineer(i e..Specialty Engineer), the seal on any TDD represents an acceptance cl the professional engineenng responsibility for the design of the single Truss depicted on the TDD only.under 1 71 1 The ensign assumptions.loading conditions. - . suitability and use of this Truss for any Building is the responsibility or the Owner.the Owner's authorized agent of the Budding Designer in the content of the IRC the IBC.the local building code and TPI 1 The approval of the TDD and any field use of the Truss,mcludmg roman,storage,installation and bracing,shall be the responsibility Al the Er.dmng Oasigner and Contractor.All notes set out in the TDD and the f , practices and guidelines of Building Component Safety Information(BCsl)published by TPI and sBCA are referenced loi general gi..darce 121 1.felines the responsibilities and duties of the Truss Deigner.Truss _y.,... • Design Engineer arid Truss Manufacturer,unless otherwise defined try a Conti£icl agreed upon in writing bm y all parties vava,l Thai Tr us,Design Engineer is 110h the Bud Building Designer or Truss SystemEngineer tii for any building.All capitalized terms are as defined in TPI 1, `i` ENGINEERING;lc Copyright®2014 ProBuiltlArJ Engineering,LLC.(OrJ)Reproduction of this document,in any form,is prohibited without•written permission from Pio Budd-Dhl ' 'Job Truss Truss Type Qty Ply Pacific Evergreen Homes-1228B 110081132 B1505608 803 Common Girder 1 1 _-2 Job Reference(pphonal) Prubuild Clackamas, Clackamas,OR 97015 7.600 s 00 3 2014 MiTek Industries,Inc Wed Jul 01 17 25 55 2015 Page 1 I D'zxOs6gQgAOSprq B9H Rn9fZz54 ED-I14Q7?ASsCyEen3kxnd i Fhmhd PbHCjGJ5gOit V zoMgA I 6-9-0 _ 13-6-0 6-9-0 6-9-0 4x6 I i Scale=1:31 6 2 800 12 // A 1 / \ _.\. _3', / 555/// 222 \ \ 3 Tir e I -----I 1 — x'11 - � -3- -- ---���I�_->—�� __ i 10 7 5 8 9 4 10 11 IOC 6 LUS26 3x6// LUS26 LUS26 3x6 \\ LUS26 LUS26 3x6 = 3x6 = LUS26 LUS26 I 4-6Q . —9 0v0 .I— 136-0 I 4-6-0 4-6-0 4-6-0 Plate Offsets(X,Y)-- 12:0-2-12,0-2-01,14.0-5-0,0-0-11,15:0-3-0,0-0-91 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.46 Vert(LL) -0.05 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0 72 Vert(TL) -0.13 4-5 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.03 3 n/a n/a BCDL 10 0 Code IBC2012/TPI2007 (Matrix) Weight:129 lb FT=10% LUMBER- BRACING- ' TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-13 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 REACTIONS. (lb/size) 1=4098/0-5-8 (min.0-2-3),3=3800/0-5-8 (min.0-2-0) Max Horz 1=128(LC 22) _ Max Uplift 1=-906(LC 8),3=-840(LC 9) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown 1E Ia r TOP CHORD 1-2=-4935/1065,2-3=4912/1060s' � $1 3 BOT CHORD 1-6=-834/3961,6-7=-834/3961,5-7=-834/3901,5-8=-538/2609,8-9=-538/2609, 5k � �,, ' 4-9=-538/2609,4-10=-799/3942.10-11=-799/3942.3-11=-799/3942 W At''.-OV 3A.SXAx,. :S4'`a 7 WEBS 2-4=-622/2840,2-5=-630/2881 , ' i'"' it''�;, i+OT O� Y NOTES- 1)2-ply truss to be connected together with 10d(0 131"x3")nails as follows Top chords connected as follows:2x4-1 row at 0-9-0 oc. A401:04.0...44',... .d� .~ q�, I. Bottom chords connected as follows'2x6-2 rows staggered at 0-4-0 oc. a" Y' t Q$ r Webs connected as follows:2x4-1 row at 0-9-0 oc. L? ra. 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 j00 4.2' connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. p 3)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;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 c- -r P "p 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Ilse loads. , - 6)*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 f� 0.(3))( ,,k'4. r-./0 fit between the bottom chord and any other members r 7)A plate rating reduction of 20%has been applied for the green lumber members 'C.': 85525P1' 4- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=906, 3=840. 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. O 11)Use Simpson Strong-Tie LUS26(4-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max starting al 0-6-12 from the left end ,L, vi ' ' "' ;✓ lir,. to 12-5-4 to connect truss(es)A04(1 ply 2x4 DF),A03(1 ply 2x4 DF)to back face of bottom chord. -S` r-,r. (`.+1 't`} 1 12)Fill all nail holes where hanger is in contact with lumber. ,f '(��,,--. °xG"�,./ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE 1 2;'11/2 0'1.S July 2,2015 Continued on page 2 - m:.vvrimit, eectraw.:WW o-1 u l arm Av.9.74.92,mavooirmlyriyriirromiria'sorry s -$';ewe m4.p'ye.-.1,4.14011.7,, .1,..g.. 'nn', ,S'T54i@•..•e - ,,. :Otte-A.....oB0.- Fme ie w#u "vomits G n•.rblHµYts. WARNING-Reese thoroughly review the"customer's Ackeuc3ndgem ent cf PruButld Standard Terms for Manufactued Products"lore,Verily design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev 11-14)before use Unless otherwise staled en the TDD,only MiTek connecter plates shall he used far this 700 lobe valid.Asa Truss Design Engineer lie Specially Engineer), the seal an any TDD represents an acceptance of the professional engineering responsibility Icr the oesgn of the single Truss depicinc on the TDD only,under TPI 1.The design assumptions.loading conditions. suitability and use of this Truss for any Budding is the responsibility of the Owner the Owner's authorized agent or the Building Designer in tie context of Ihe,IRC the IBC,the local building code and TPI 1.The approval of the TD0 and any held use of the Truss,including hanettng.storage.installation ace bracing,t.hall be the responsibility of the Bucking Designer ane Contractor All notes set out in the TDD and the i r.;,:ill practices and guidelines of Building Component Safely Information ISCS11 published by TPI and SBCA are referenced for general guidance TPI 1 defines the responsibilNes and dukes of the Truss Designer.Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in venting by all panics involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capnatzed terms are as defined in TPI 1. ENGINEERING I!c L__,Copynght 0 2014 Proea,id-D0 Engineenng.LLC,(Dr.').Reyevducbnn of this document.in any I..m,is prohib_led without w,ken pnrm,-ion ire',,Profu,ld-OrJ • 'Job Truss Truss Type Qty Ply Pacific Evergreen Homes-1228B 110081132 61505608 E03 Common Girder 11 t _ L___— 2 Jgb-Reference(optional/ Prnbulld Clackamas, Clackamas OR 97015 7 600 s Oct 3 2014 MiTek Industries,Inc Wed Jul 01 1725 55 2015 Page 2 IC.zxOs6gQgA0Sprq B9 H Rn9fZz54 ED-114Q7?ASsCyEen3kxndiFhmhd PbHC)GJ5gOtIVzOMgA LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-64,2-3=-64,1-3=-20 Concentrated Loads(Ib) B " ` .a 0 Vert:5=-972(B)6=-972(B)7=-972(S)8=-972(B)9=-972(6)10=-972(B)11=-972(B) 1° °a7 1 1) ,gs QO P Nfiz,3bS2 P 'c"i ND.NAt. DAT r 12 131/2"):5 • • July 2,2015 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) AUK and the OrJ Reference Sheet(rev 11-141 before use Unless otherwise stated on the 100 only MiTek connector plates shall be used for this TDD to be valid As a Truss Design Engineer ii a Specialty Engineer) the seal on an TDD represents an acceptance of the under TPI•The desassumptions toatl n d t ons y pr Trus p professional of the r,the Owner for the design e t o single muss depicted Designer.in to 7 DD only to g con approval and uTe D and anis for any f thring is the respng haindl of, Ownei,the Owner s a bracing, hah the sntnc of theBuilding contest Designer IRC,the IBC the local building cone and TnI 1 The ' approval of the TDD and any held use of the Truss including handling,storage,installation alio bracing,c shalt he the responsibility of the Puld ng Designer and Contractor All notes se;out n the TDD and the • practices and gu delmes of Building Component Safety Information(SCSI)published by TPI and SBCA are referenced ler general gi.cv1ce TPI 1 defines the responsibilities ant duties of the Truss Designer.Truss vu • Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all panes invcf,ad The Trus+Design Engineer is JOT the Building Designer or Truss System Engineer for any building All capitalized terms are as defined in TPI 1 ENGINEERING i c Copydght m 2014 Pro Budd-DrJ Engine nog,LLC.(DO)Reproduction of this document.in any form.is aro/Meter)without written permission net ProBuiln-DrJ Job Truss Truss Type Qty Ply !Pacific Evergreen Homes-1228B 10081133 81505608 F01 Common Structural Gable 1 1 L____E Job Reference_(.op-tional) —_ Prob.Id Clackamas, Clackamas,OR 9/015 7 600 s Oct 3 2014 MiTek Industries,Inc Wed Jul 01 17 25 56 2015 Page 1 ID:zx0s6gOgA0SprqB9HRn91Zz54ED-mveoKLB4dW45FxexUV8xovJxBp5oxlSJU8FPxz0Mg9 F -1-6-0 _f. 5-0-0 -- ) 10-0-0 _1 11-6-0 1-6-0 5-0.0 5-0-0 1-6-0 Scale=1 27.2 4x4 = 3 i .- lab 24 II 2x4 800 i2 \ II �P13 nq 12 3-61 14 11 3 3\ 7-8 I 0 4 1 - : = i_. o to iii 2x4 II 6 2x4 II -� 5 1777 3x4 xi 2x4 II 3x4 Q h_ 5-0_0 1— _ 19,0,0 I 5-0-0 5-0-0 Plate Offsets(X,Y)-- [2:0-2-0,0-1-81,[4.0-2-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.16 Vert(LL) 0.03 4-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.13 Vert(TL I -0 04 4-6 >999 180 TCDL 7.0 Rep Stress lncr Yes WB 0.09 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight:45 lb FT=10% BCDL 10.0 I 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 OTHERS 2x4 DF Std G REACTIONS. (Ib/size) 2=513/0-3-8 (min.0-1-8),4=513/0-3-8 (min 0-1-8) Max Horz 2=-124(LC 8) Max Uplift2=-137(LC 10),4=-137(LC 11) :_ 4 r,• 4. _d FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 0- Z0SEPfd b5. J, TOP CHORD 2-11=-457/372,11-12=-389/374.3-12=-353/386.3-13=-353/386,13-14=-389/374. `i' 'vi 4-14=-457/372 e' .1. O4 wAar .t.o.y ye BOT CHORD 2-6=-158/289,4-6=-158/289 J.,,, •�' ,`.t' r O� WEBS 3-6=-283/230ty � • o� S NOTES- toi " 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 r�. GE a (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 2-0-0,Exterior(2)2-0-0 to 5-0-0,Interior(1)8-0-0 to > l e s 4 % ,y�,�7 8-6-0 zone:porch left and right exposed:C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1.60 plate grip i 0A?,_ Y ,. ' DOL=1.60 A `, . 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 gy� ,' Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1 V V-' 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 16 0 psf or 2.00 times flat roof load of 25 0 psf on overhangs �?Ra non-concurrent with other live loads. �� 1E �,' 5)Gable studs spaced at 2-0-0 oc. s5 Cai E4. vQ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads .C .0,,, 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 ,....,•t4.,./ 85525PE 1-- 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 lb uplift at joint(s)except Oh-lb)2=137, --, 4=137. ld 10)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI TPI 1 ',L.. -,Ci �-' ,, !{ 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. --5, Jr.,/t--,.,-.4.,2 --,7 0t LOAD CASE(S) Standard k/US E a, -- RENEWAL DATE-12/3 i, --01.5 July 2,2015 1Wtw_:.' - w..syr±,,,,'.Y ren. 0%:.,,,,,mw7*v + -c;.,--,,..,...,,,-„,..,,,,---;: . wn,,-,;'.cr ge&`..Tdr,..... . - ffik2`u.3'ww&..=v0. WARNING-Please thoroughly review the-Customer's Acknowledgement of ProBurid Standard Terms for Manufactured Products"loon Verily design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Referce Sheet(rev,11-141 before use,Unless otherwise staled on the TDD oily MiTek connector plates shah he used for this TDD to be valid.As a Truss Design Engineer(i e.Specialty Engineer), _.. the seal on any TOD represents an acceptance of Ore professional engineering responsibility tor the design of the single Truss depicted on the TOD only.under TPI 1 The design assumptions,loading condNons, suitability and use of this Truss for any Building is the responsrblbty 01 the Owner.the Owners aulnonted agent or the Building Designer.or the conger'of the IRC.the IBC.the local blinding code and TPI 1 The DA rfrY1 )' eppioval of the TDD and any field use of the Truss,including handling,storage.installation and bracing.shall be.Um responsibility of the Building Design„I and Contractor All notes set outer the TDD end the . practices and guidelines of Building Component Safety Inlomlatnn(SCSI;published by TPI and SBCA,are referenced lar general guidance TPI t defines the responsibilities and dunes of the Truss Designer,Truss Design Engineer and Truss Manufacturer.unless otherwise defined bye Contact agreed upon in writing by an parties Invctved The Truss Design Engineer is 1:C r the Building Designer or Truss System Engineer for any building.All caprtabzed terms are as defined in TPI 1 ENGINEERING l r c ,Copynght©2014 ProBwld-Did Englneenng.1-LC.(Dr,l).Reproduction of itoc donument,in any forrn,Is prohibited without wntten permission fronPraBuild-DrJ. • Job Truss 'Truss Type Oty Ply Paoli°Evergreen Homes-12288 110081134 01505608 P02 Common 2 - 1 __ _-� Job Reference_ Pro-hulk(Clackamas, Clackamas,OR 97015 7 600 s Oct 3 2014 MiTek Industries,Inc Wed Jul 01 17 25'56 2015 Page 1 ID:zxOsegOgAOSprqB9HRn9fZz54ED-mveoKLB4dW45FxexUV8xovJxBp5oxt7SJU8FPxzOMg9 1 -1-6-0 5-0-0 ~ 10-0-0 t 11-6-0 1-6-0 5 0 0 5-0-0 1-6-0 Scale=1.27.2 4x4 = 3 I: 7--:...„,,,,,,,,,, 8.00 12 I el 9 eV 8 36 0 7 3 �3. 2 ___ 4 ig i 6 3x4 2,04 3z4 O 5-0-0 _--I-__ .-_—.__ 14_00 I 5-0-0 5-0-0 _Plate Offsets(X,Y)-- 12:0-2-0,0-1-81,14:0-2-0,0-1-81 _ _ LOADING(psi) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0 03 4-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.13 Vert(TL) -0.04 4-6 >999 180 BCLL 0.0 ' Rep Stress Incr Yes 1 WB 0.09 Horz(TL) 0 01 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 L (Matrix) _ Weight:40 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Bir G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No 1&Btr G EDT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 2=513/0-3-8 (min.0-1-8),4=513/0-3-8 (min 0-1-8) Max Horz 2=-124(LC 8) _ Max Uplift2=-137(LC 10),4=-137(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten -All forces 250(Ib)or less except when shown. f. x '" A TOP CHORD 2-7=-457/372.7-8=-389/374,3-8=-353/386,3-9=-353/386.9-10=-389/374, ,i, -10=-389/374, • IUs YH D/�',* 4-10=-457/372 r� @ ""'t`� �. BOT CHORD 3-6=- 83/239,4-6=-158/289 �s O WEBS 3-6=-2283/230 Eve rid NOTES- 1)Wind ASCE 7-10:Vult=l40mph(3-second gust)Vasd=111mph,TCDL=4 2psf;BCDL=6.0psf:h=25ft,Cat II:Exp B;enclosed:MWFRS a t (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0.Interior(1)1-6-0 to 2-0-0.Exterior(2)2-0-0 to 5-0-0,Interior(1)8-0-0 to '� ,� c*, 8-6-0 zone;porch left and right exposed:C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip t�� s 2.9 y, T k DOL=1.60 , Q3 43' 2)TOLL.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 16.0 psf or 2.00 times flat roof load of 25 0 psf on overhangs "' Pd .t`i non-concurrent with other live loads. + 16 , 4 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 20.0psf 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. 6)A plate rating reduction of 20%has been applied for the green lumber members. y'� M ). L/0 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=137. CD '" I '0, 4=137. 1 t'" 8)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI/TPi 1 _ .m 4 9)"Fix heels only Member end fixity model was used in the analysis and design of this truss -2 LOAD CASE(S) Standard - RENEWAL DATE'i 2/51/2 0:= July 2,2015 - ,Us erU tmoss"+aa - xi+.e —v. ea-,r n _ ' . IIA WARNING-Please thoroughly review the"Customer's Acknowledgement I ProBeild Standard Terms for Manufactured Products"l Verify oesign parameters and read notes on this Truss Design Drawing(TDD) Ana and the On Reference Sheet(rev 11-14)before use Unless otherwise stated on the ToD only M Tek connector plates shall ll he used forms TOO to be valid Asa Truss Design Engineer(e Specialty Engineer), the seal on any TOD represents an acceptance el the professional engineenng responsibility for the design of the single Truss depicted on the T00 only.under TPI 1 The design assumptions,loading conditions. H suitabday and u5e of this TN.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 huikag code and TPI 1 The , "// rigs approval of the TDD and any Geld use of the Truss,including handling.storage.installation and braung.shad be the responsibility of the Building ding Desner aContractor.All rates set out in the TDD end the precedes and guidelines of Building Component Safer Informauen(SCSI)published by TPI and 56CA are referenced for general guidance.TPI 1 decries the responsibilities and duties of the Truss Designer.Truss Design Engineer and Truss Manufacturer.unless otherwise defined by a Contract agreed upon in ranting by all ponies involved The Truss Design Engineer is NOT the Budding Designer or Truss System Engineer $. , for any budding.All capitalized terms are as defined in TPI 1 ENGINEERING;:;: �_ .t Copynght©2014 ProBuild-DM Engineenng.LLC.(DrJ)Reproduction of this document,inany for_prohibited without written permission from ProBudld.DrJ • ' Job Truss Truss Type Oty 'Ply Pacific Evergreen Homes-12288 110081135 61505608 F03 Common 1 1 1 I IJob Referencejoptionalt Probuild Clackamas, Clackamas,OR 97015 7 600 s Oct 3 2014 MiTek Industries,Inc.Wed Jul 01 17.25:57 2015 Page 1 I D:zxOs6gQgAOSprq B9H Rn9fZz54 ED-E5CAYhCiOpCyt5D72CfAK6r6gCRsgl 1 bY8toxNzOMgS I 4-5-8 � — 8-11-0 I 4-5-8 4-5-8 Scale=1 24 3 4x4 = . 2 8 00'12 / I T 2 12 \�'''''',...„,,,,N., 6x6 O 6x6:77.7" —_-----1 .—_ ._. ___—— • \ 3 L / -_--_-.L=F>_---- __ lam,l __"`--__=3,5 — — L______4.6ob ddd I I ISI 5 6 4x8 = 4 I -4,5o$ — 1 8.11-0 1 4-5-8 4-5-8 Plate Offsets(X,Y)-- f1:0-3-0,0-1-121,f3 0-3-0,0-1-121 - LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 I TC 0 17 Vert(LL) 0 02 4-5 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0 07 Vert(TL) -0.02 4-5 >999 180 BCLL 0 0 Rep Stress Incr Yes WB 0 11 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix)_ _ ___ _ _ Weight.44 lb 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) 6=362/0-5-8 (min.0-1-8),4=362/0-5-8 (min.0-1-8) Max Horz 6=82(LC 7) Max Uplift6=-72(LC 10),4=-72(LC 11) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. k rt l' a jP TOP CHORD 1-2=-353/339,2-3=-353/339,1-6=-329/290,3-4=-329/290 4( 5‘0sk7.Pfi' (j^ NOTES- Na S? de ce_ 114; V 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 ep. 4• F4' (?).0 7 (envelope)gable end zone and C-C Exterior(2)zone,porch left and right exposed;C-C for members and forces&MWFRS for reactions -V iY 11. � - s shown;Lumber DOL=1.60 plate grip DOL=1 60 4 !' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow),Category II:Exp B:Fully Exp.:Ct=1 atS 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads . Iik 3 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 -" ' v. 4g39$ s fit between the bottom chord and any other members. A 0,,,,.,,:i v'itf"cit .vu 5)A plate rating reduction of 20%has been applied for the green lumber members. c9,� e " 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. Si 't ,� 7)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 '801/ if 8)"Fix heels only'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard � xR��eirj's .:70A 8 7525PE { i 4 \S:2k, t. .OREGON ,,..., 1..09' rJ xil~,�el. R NEWA, DATE 12 /31/2 LS July 2,2015 WARNING-Please thoroughly review the"Customer's Acnowledgement of Proeu Id Standard Terms for Manufactured Products form Verify ensign parameters d read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev 11.141 11.141before use unless otherwise stated on the TOD only M1 Tek connector plates shall he used for this TDD to tie valid.Asa Truss Design Engineer he Specialty Engineer) the seal on any TDD represents an acceptance of the professional eneineenrg responsibility for the vesigr of inc single Truss depicted on the TOD only,under TPI 1 The des.gn assumptions.loading conditions. suitability and use of this Truss for any Budding is the responsibility of the Owner,the Owner's authored agent or the Building Designer,in the contest of the IRC.the IBC.Ore local budding rode and TPI 1.The i_r approval of the TOD and any field use of the Truss.including naming storage.installation aria eracrng.shad be the responsibility of tire Butiuing Designer and Contractor.All notes set out to the TDD and the practices and guidelines of Budding Component Safety Information(SCSI)published by rel and SBCA are referenced for general guidance TSI 1 defines the responsibilities and duties of the Truss Designer.Truss - Design Engineer and Truss Manufacturer,unless otherwise deltnee by a Contract agreed upon in venting 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 i;" Copyright m 2014 ProBuid-DrJ Engineenng.LLC,(DrJ)Reproduction of los document.i_eny form iv prohibited without wnl;en nernuss:on from eioduiin DrJ Job Truss Truss Type IOty Ply I Pacific Evergreen Homes-12288 61505608 001 GABLE I, I 110081136 _ _ _1_______[Job_Reference_(omt9onal) Probuild Clackamas, Clackamas,OR 97015 7 600 s Oct 3 2014 MiTek Industries,Inc.Wed Jul 01 17 25 58 2015 Page 1 ID.zxOsGgOgAOSprqB9HRn9fZz54ED-IHmY11 CK97KpVFOJcvAPtKOH WcmNPDylnodMUgzOMg7 i 60 I _. __— 4-0-0 I 1-6-0 4-0-0 Scale=1 13.6 3 4 - 2x4 II /i ------ i 5,00 12 7 r4 ....---'; 3-6 1-4 2 / t ;.„;,..------ _d_Lj 2-5 1 �� �/ 6 2x4 2x4 I I 5 — 4-0_0 4-0-0 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25 0 Plate Grip DOL 1 15 TC 0 17 Vert(LL) -0 01 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(TL) -0.03 2-6 >999 180 BCD LL 0.0 '7.0 Rep Stress Incr Yes WB 0.00 Horz(TL) 0,00 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:16 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 6=143/Mechanical,2=284/0-5-8 (min.0-1-8) _ Max Holz 2=98(LC 12) Max Uplift6=-51(LC 12),2=-94(LC 8) _ Max Gray 6=164(LC 19),2=305(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. it a 5-bl 4 ,t N NSEPR DAtF '''„ 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 ey „i,`3'• t'0 WASS{t ` P (envelope)gable end zone and C-C Extenor(2)zone,cantilever left and right exposed,C-C for members and forces&MWFRS for w F$ � reactions shown;Lumber DOL=1.60 plate grip DOL=1.600 .1.40"4:1, ' O 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 ,,,,i,::: 5 4p #.; Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. r4 t- 3)TCLL:ASCE 7-10;Pf=25.0 psf(Oat roof snow):Category II;Exp B;Fully Exp.;Ct=1 m ' ae 4)Unbalanced snow loads have been considered for this design 4 ,, 1: 5)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 2.5 0 psf on overhangs tti' ,� . Q -fir non-concurrent with other live loads. p 6)Gable studs spaced at 2-0-0 oc. '"; ...� AL 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i? 1i'sti. 8)'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. PRI pt 91 A plate rating reduction of 20%has been applied for the green lumber members 10)Refer to girder(s)for truss to truss connections ', � - NA("lN; �paf. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. "t . S'2"' 4,4 12)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI/TPI 1, - 85525P 1.- 13)"Fix heels only'Member end fixity model was used in the analysis and design of this truss - ,/ LOAD CASE(S) Standard RENEWAL tAT '"2/3_, ,_. July 2,2015 mea-rr. tElt,,,A& ,-r...: .aa.r;.2.,It;"Errw rW 2 '1.„..M.--`:s°... ctl!..-.. rt,Mr°,rig:., „ w, sa'4 :"'r {�WARNING-Please Ihoioughly review the"Customer's Acknowledgement of ProBwld Standard Terms for Manulnnlured Products”torn-.Tardy design patamelers and read notes on this Truss Design Drawing(TDD) t""'^`and the DrJ Reference Sheet(rev 11-14)before use Unless otherv+ise stated on the TDD,only MtTel,connector pixies shall he used ton this 100 to he valid Asa Truss Design Engineer(t e,Specially Engineer) ,. die seal on any TDD represents an acceptance of the professional engineenng responsibility for the design of the single Truss depicted on the TDD only,under TPI 1 The design assumptions.loading conddions, - ' sudabtlily and use of this Truss for any Building is the responsihtlity 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 / Artf approval of the r0D and any geld use of the Truss,including handing.storage,installation and bracing,shall he 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(BC51)published by TPI and SBCA are referenced to generic g-ncanre TPI I canes the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless othetyase defined by a Contract agreed upon in waling by all parties involved're Truss Design Engineer is NOT the gunning Designer or Truss System Engineer for any building All capilahzed terms are as defined in TPI 1 ENGINEERING r n.; i Copyright d0 2014 ProBuild-DrJ Engine nng,LLC.(DrJ)Reproduction of this document.in any form.is prohibited without written permission from Pro5uild-DrJ I Job Truss Truss Type Qty Ply Pacific Evergreen Homes-1228B 110081137 B1505608 G02 Jack-Closed 5 1 Job Referencptlonal) Probui:d Clackamas, Clackamas,OR 97015 7 600 s Oct 3 2014 MiTek Industries.Inc Wed Jul 01 17 25 58 2015 Page 1 I D:zxOs6gOgA0Sprq B9HRn9fZz54ED-IHmYl1 CK97KpV FoJcvAPIKOH Wcm NPDylnodM Ugz0Mg7 -1-6-0 T_ (-- __ 4-0-0 I 1-6-0 4-0-0 Scale=1 13 6 3 4 2x4 II 500 12 // I 7 % N d / 3-6 / 1-4.-----.-- 2 / I 1 / 6 2,4 2x4 II 5 I 4-Q=Q I 4-0-0 ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.18 Vert(TL) -0.03 2-6 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0 00 Horz(TL) 0.00 n/a n/a Code IBC2012/TP12007 (Matrix) Weight:16 lb FT=10% BCDL 10 0 — —_---- ---- __—.—_— LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. _ REACTIONS. (lb/size) 6=143/Mechanical,2=284/0-5-8 (min 0-1-8) Max Horz 2=98(LC 12) Max Uplift6=-51(LC 12),2=-94(LC 8) • Max Gray 6=164(LC 19),2=305(LC 18) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown 5-11 fetia to NOTES- v SaUSEPR o 1)Wind.ASCE 7-10;Vult=140mph(3-second gust)Vasil=111mph,TCDL=4 2psf;BCDL=6.Opsf,h=25ft;Cat II;Exp B;enclosed,MWFRS aq „�. ,O'?WAS ` , - (envelope)gable end zone and C-C Exterior(2)zone,cantilever left and right exposed:C-C for members and forces&MWFRS for '' / IN T reactions shown;Lumber DOL=1.60 plate grip DOL=1 60 t 2)TCLL:ASCE 7-10,Pf=25.0 psf(Flat roof snow),Category II;Exp B:Fully Exp.;Ct=105 , 3)Unbalanced snow loads have been considered for this design vS 4'�` 4)This truss has been designed for greater of min roof live load of 19 0 psf or 2.00 times flat roof load of 25.0 psf on overhangs g $` ,� • non-concurrent with other live loads. '`'• ' 5 43398,• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s�, -. a% ' �� 4. 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 fit between the bottom chord and any other members ' 7)A plate rating reduction of 20%has been applied for the green lumber members :fir 18 't ,, 8)Refer to girder(s)for truss to truss connections 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2 ,> f 0 p 10)This truss is designed in accordance with the 2012 International Building Code section 2306 I and referenced standard ANSI/TPI 1 :., ' ‹ „w,,. 571I''',„,,...0''',s „ 11)"Fix heels only Member end fixity model was used in the analysis and design of this truss /4;.://"..- ,„'" 4£3i( ,,' '0� 6"ei LOAD CASE(S) Standard tC. 85525PE %"1ve, ,lid , s's -, y_ b=r 'rit } RENEWAL. DATE' 1.2 i 3_/7 01 5 • July 2,2015 - 42gna5+S21A.,64.aa+1Rw:, ._.mots mil -,- n.JA . •`fir K n"..G.:M,,,,L,:...._R. • i yi,:'.'gry .1.. '"a1 ti'.'a.1•111aMOMIF t. WskATOsOU-- '�arrknk- (. WARNING-Please thoroughly review the'Customofs Acknowledgement of ProBuikl Standard Temts for Manufactured Products"form.Vanfy design pararnelers and read notes on Ihis Truss Design Drawing(TDD) A and 1110 DrJ Reference sheet(rev.11.14)before use.Unless otherwise staled on the TDD,only MiTek connector plates shall he used for this TDD to be valid Asa Truss Design Engineer(i.e.specialty Engineer). the seal on any TOD represents an acceptance of the professional engineenng responsibility for the design of the single Truss depicted on the TDD only,under TPI 1 The design assumptions,loading condittons. suitability and use of this Truss for any Building is the responsibility of the Owner.Inc 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 Me TDD and any field use of Inc Truss,including handling,storage,installation and bracing shalt be the respnnsibiliry of the Builcing Designer and Contractci All notes set out in the TDD and the i; practices and guidelines of Building Component Safety Information(BCSI)published by TPI ani sBCA are referenced for general guidance TPI 1 defines the responsibilities and duties of the Truss Designer Truss 1" Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreee upon in meting 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 7 ENGINEERING i :; 1Copyngtit et 2014 ProBuild-DrJ Engineenng.LLC.(DrJ)Reproduction of this document,in any form,is pronibitne vathout rotten permission from ProBultd-OrJ • Job Truss Truss Type IQty Ply Pacific Evergreen Horses-12285 110081138 B1505608 H01 Jack-Closed 2 1 I i__-______ =Job Reference(optional) Probuild Clackamas, Clackamas,OR 97015 7 000 s Oct 3 2014 MiTek Industries,Inc Wed Jul 01 17 25 59 2015 Page 1 ID:zxOs6gOgAOSprqB9HRn9fZz54ED-BUJxzNDywRSg6PNWAdheQXxSA08e8gCu9SMv0Gz0Mg6 -1_6-0 f— __ 2-6-0 _ Ir i-6-0 2-6-0 Scale.3/4'=1' 2x4 11 4 Z' 3 — �I 800 F'2 j ..- . 3-6 7727777 i/ _ VILA A 6 77 2x4 = 2x4 ll`' 17 I ___2-6-0 —I 2-6-0 LOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP CLL(Roof Snow 25.0) Plate Grip DOL 1 15 TC 0 17 Vert(LL) -0 00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0 05 Vert(TL) -0 00 2-6 >999 180 BCLL 0.0 * Rep Stress Incr Yes WB 0.00 Horz(TL) 0.00 n/a n/a Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=10% BCDLCOQ � — — — - LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (Ib/size) 6=61/Mechanical,2=241/0-5-8 (min 0-1-8) Max Horz 2=112(LC 10) Max Uplift6=-41(LC 16),2=-75(LC 10) Max Gray 6=69(LC 18),2=316(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown s '" ''fi1056211 0 NOTES- -4 # r 1)Wind ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111 mph,TCDL=4.2psf•BCDL=6.Opsf;h=25ft;Cat.II;Exp B,enclosed,MWFRS -. c'S '1 4 "" (envelope)gable end zone and C-C Exterior(2)zone:cantilever left and right exposed;C-C for members and forces&MWFRS for ,€'' ''ix reactions shown;Lumber DOL=1.60 plate grip DOL=1 60 VV' 4 2)TOLL.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 16 0 psf or 2 00 times flat roof load of 25,0 psf on overhangs non-concurrent with other live loads. , z 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads " ` 8(ye 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 ' 24374151 6)A plate rating reduction of 20%has been applied for the green lumber members. ' ' 7)Refer to girder(s)for truss to truss connections �ff,ii" 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at pings)6,2 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/7P11 -. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss - g;4.PROP`,s5 1 INVE-A- LOAD CASE(S) Standard '5 v Citi RENEWAL DATE 12!z 1./2 5 July 2,2015 tout, -.- ..-4,,,,„ tc, .'a> ,ut r zaw,<.- a.-'' °OT.">4=•°,792.T rVwx,trarw.sza,rxwa. ' -a °er.. lw,wesxv4.o4es aWanAd RthNe NDGrJ-RPeearseencheShuegeht ly(rerev v e1w 1h4bCefuosrteoumseer Ahs e0wtlheedrgNesme esnat toef dPonn gtue d TSoanryd MeTmes Coon nManufacturedsPobuecus tomor Vttesr lTDdDs oqn epavm Aa TrutlsseaDdes g1n Entnhes rTr( Design lDrawing(eTrDD) ) the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Russ depicted on the 100 noly,under'PI 1 The design assumptionsloading conditions f'. r - suitability and use of this Truss for any Building is_the ons e respibility of the Owner,the Owner's authorized agent or the Buildin Dositlnnt in'he conted of the IPC the IBC,the local budding code and TPI 1,The approval of the TOO and any Feld use 01 the Tru I d ng handl ng storage installation and brat ng shall he the respons E I'n o the B.Icig ies cner and Contractor All roles set out in the TDD and the ,,jr practices and guidelines of Building Component Safety Information(BCSI)published t y TPI and SBCA ate referenced for.1e te'2 5r da Tot I uefnes the responsibilities and dunes of the Truss Designer Truss r Design Engineer and Truss Manufacturer,unless°thenmse defined bye Contract agreed upon in wnhng by all parties involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitabeed terms are as defined in TPI 1 ENGINEERING tf 0 Copyright 02014 ProBuild-DrJ Engineering,LLC,(DrJ)Reproduction of this document in any form,is prohibited without wntlen permrss,on irons ProBuile-DrJ Job Truss Truss Type iDty :Ply I Psalm Evergreen Homes-12286 61505608 H02 Jack-Closed 11 I 1 110081139 I 1 IJob Reference(op iona4) Probulld Clackamas. Clackamas,OR 97015 7 600 S Oct 3 2014 MOTek Industries,Inc Wed Jul 01 17.25:59 2015 Page 1 ID zxOs6gOgAOSprgB9HRn9fZz54ED-BUJxZNDywRSg6PNWAdheQXx0008e8gCu?SMvOGzOMg6 F---.—__ 2-6-0 1 2-6-0 • Scale=1 13.4 - 2x4 II 3 2 8 00 112 ) i-3 I I 2-5 1 . 1 1 I l I � i73, 1 - LI I 1\7 Li /;, � --,! 5 i>el 2x44 = 2x4 I 4 2-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 1 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(TL) -0.00 1-5 >999 180 TCDL 7.0 Rep Stress!nor Yes WB 0.00 Horz(TL) 0 00 n/a n/a BOLL 0.0 Code IBC2012/TP12007 {_ (Matrix) Weight:10 lb FT=10% BCDL 10_0 L LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=82/0-5-8 (min.0-1-8),5=108/Mechanical - Max Horz 1=76(LC 10) Max Uplift5=-62(LC 10) Max Gras 1=82(LC 1),5=115(LC 17) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown 'n 8 rS :d , ,y e OUR D4 ,., 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 'o- .� ...0.44!"81114t,T!t,A 'p (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed:C-C for members and forces&MWFRS for o �' A' s ,f ) reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 46' q O� 2)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow):Category II,Exp B;Fully Exp.;Ct=1 ni 7: r, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;7.* 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 �, f fit between the bottom chord and any other members. +t 5)A plate rating reduction of 20%has been applied for the green lumber members. �,rsy .(o . 6)Refer to girder(s)for truss to truss connections. c• vc$$ 'tom , 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. `'„ 4‘1" 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �e At 8/Id 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �I, / 85525PE RENEWAL DATE. 12/31;2 0_.5 . . July 2,2015 i.,,.r!m ,,;.72,Ex cam .:;.icer :detain uavi m2r,rmo,,f,,. zdk=:G", ':,may~',n-:',;._7.: • r01.4,A WARNING-Please thoroughly review the"Customers Arknov:fedgemenl ci PrnBudd Standard farms for.'.lanuiactured Products'form Verily design i)aramelers and read notes do this Truss Design Drawing(TDD) and the DrJ Reference Sheer(rev 11-14)before use unless otherc4se stated on the TDD•only MuTed connectni plalr:s shall be used lar rhes rDD to he valid Asa Truss Design Engineer he.Specially Engineer). the seal on any TDD represents en acceptance of the professional erlgmeenng responsibility for the cestgn of the single Truss depicted or.the TDD only under TPI 1 The design assumptions,loading conditions, suitability and use of this Truss for any Budding rs the responsibility of the Owner.the Owners authorized agent or lne Budding Designer in the context 01 the ti2C the IBC.the lanai budding code and TPI 1 The • approval of the TOD and any meld use of the Truss.including handririg,storage.installation and bracing.shalt 6r the respan lrTfyhe a tidi df tng Desiyncr and Cnnliauloe At notes set out in the TDD and the , r g _ practices and guidelines of Building Component Safely Infonnnucn(BCSI)publishes by TPI and SBCA are referenced for general gwaance TPI 1 seines the responsibilities and duties of the Truss Designer.Truss Design Engineer and Truss Manufacturer,unless otherwise cehned by a Contract agrees upon in r:n:ing by all padros 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 i,': Capynght Cr 2014 ProBudd.DrJ Engineering.LLC(DrJ)Reproduction of anis document.in en)tnrm is prohibited without written permission from ProBuild-DrJ. i18.Review the complete contents of the SBC submittal package,the TDDs included(i.e.,front, General Safety Notes back,text and graphics),any TPDs and any related SBC information before attempting to install Numbering System the trusses.Reviewing graphics alone is not sufficient. 19.Truss manufacturing quality control shall be performed per TPI 1,Chapter 3,and monitored I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause property damage or personal injury by a third party inspection agency. 20.Unless specified by the BD in writing and noted on the TDD,these TDD5 are not (Drawings not to scale) 1. Please thoroughly review the"Customer's Acknowledgement of ProBuild Standard applicable for use with fire-retardant,preservative-treated or green lumber. Terms for Manufactured Products"form. 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,verily 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 scope and responsibilities are defined therein. than that specified. 0 3 All capitalized terms are as defined in ANSI/7P11,the National Design Standard for 23.Temporary LR and DB is required to be installed during construction for the purposes ofhiL 4 Metal Plate Connected Wood Truss Construction(TPI 1). O p holding trusses in their proper location,plumb and in plane,until permanent individual truss 4 TPI 1 defines the responsibilities and duties of the Truss Designer(TD),Truss Design CC 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 0 agreed upon in writing by the parties involved. n- I 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 O A hi 0 of professional engineering responsibility for the design of the single Truss depicted on indicated on TDD(e.g 24 in o c maximum) 0 25.If no ceiling is installed or bottom chord LR is specified in writing by the BD,bottom chords the TDD only,under TPI 1 A TDD is also a"Structural Delegated Engineering Document". 0 6 ProBuild and DrJ E ineenn DrJ are NOT the Buildin Desi her or Truss S stem require continuous LR at 10 ft o c spacing,or less,along with DB as specified in BCSI-B1, I--. 9( ) 9 9 Y BCSI-B3,BCSI-B7 or BCSI-B10 as applicable. C7-e C6-7 C5-6 Engineer for any building. 26.Graphical representation of LR members(i.e.,purlins),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 BOTTOM CHORDS 6 5 for any Building is the responsibility of the Owner.the Owner's authorized agent or the27.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,oras specified in BCSI-B1,BCSI-B3,BCSI-B7 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 he 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.,strop 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 l 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 -01 I1-1 /4 Center plate on joint unless x. unreported damage to any SBC during any part of the handling and installation process include a notation indicating that the reviewed documents have been found to be in offsets are indicated _ shall void the ProBuild product warranty. conformancewith the desi n of the building(or to makespecific correctionsnoted r in ft-in-sixteenths. general flsp c c 30 During truss installation,never exceed the design loading shown on the TDD and Dimensions are 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-g4).Never ■■ Apply plates to both sides of hiss 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 Douruments"),to design the individual structural building than defined in BCSI-B4 components(i.e.,Trusses)per TPI 1 11.ProBuild and DrJ shall be permitted to rely on the accuracy and completeness of 31.Connections not shown on the TDOs are the responsibility of others IPIP0ro ect contract and construction documents includinganys ea0cahons that have been 32.Do riot cut or alter a truss member,a truss plate or any related structural element 1j ' 16r member without prior approval of an ROP or TDE. furnished to ProBuild in writing by the BD for the budding I 12.The BD shall provide information that is sufficiently accurate and reliable to be able Ix 33.Install and load trusses vertically unless otherwise indicated in writing by the BD 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 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 For 4 x 2 orientation,locate load,live load and in-service creep deflection criteria for floors or Flat roofs 1.subject to ponding loads;(c)Any floor or roof camber requirements;(di Any differential performed)unless specifically noted. plates 0-1/16"from outside 35.Attachment of the per lin gable(i.e.,hip frames or lay-in gables)to the supporting hip edge of truss. 1 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 I and vibration critena for floor trusses including any strongback bridging requirements,and to Mel DD for the individual trusses braced m this manner. any dead load,tine 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 I exceeding 150 degrees F,and/or corrosion potential from wood preservatives or other Each Truss Design Drawing(TDD)uses Metal Connector Plate(MCP)design values sources that may be detrimental to Trusses. 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 lot 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 rest 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 try the American Wood Council PLATE SIZE should be secured 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 documents. manufacturers.The lumber design values correspond with the grade stamp identified 4 x . The first dimension is the plate width measured perpendicular 14.Unless specifically noted in writing otherwise,neither ProBuild nor DrJ have by the TM on the lumber pnor to cross cutting.The lumber grading rules published by to slots.Second dimension is the length parallel to slobs 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 I support any masonry loading conditions,which require special engineering;(b)Areas of The'WARNING"note found on the bottom LATERAL RESTRAINT LOCATION the construction documents that do not use truss framing need to be designed by others; (c)All beam,header and related structural element designs are to be performed by others. of each TOD references this document by Indicated by symbol shown and/or by text in the bracing If any of the previously listed services are required by the Owner,the Ownerscalling it the"DrJ Reference Sheet �//� section of the output. Use T-.L-.or I-Reinforcement or authorized agent or the BD,please call 608-628-1453 for assistanceproprietay bracing(e.g.eliminator)if indicated 15.The structural building component(SBC)submittal including the TDD5 sealed by a TDE (rev. 11-14)" NOTE-LATERAL RESTRAINTS MUST BE where required by the legal requirements or the local jurisdiction,a Truss Placement Diagram REFER TO BCSI OR AS SPECIFIED BY THEE BUILDING (TPD)if required by the construction documents,and the required permanent individual truss DESIGNER member restraint per the TDDs,the appropriate BCSI B-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 i 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. ,r, 17.Where required by the project contract or construction documents,including any ENGINEERING Lt..? www•drjengiIndicates location where bearings(supports)occur. neering.org specifications,a TPD identifying the location of each truss,as assumed by ProBuild based on %IMO Icons vary but reaction section indicates joint nurhber its review of the project 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-Dr-J. 1.7.174.1