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Plans /1457;20/3 —moo c1/ RECEIVED 1211//g,l'. APR 152013 CONSULTING LLC CITVOFTIGARn BU►LDfNG DIVISION DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: 81302221 MiTek 20/20 7.2 Pulte Summer Creek bldg 12 upper floor The truss drawing(s)referenced below have been prepared by DrJ Consulting,LLC under my direct supervision based on the parameters provided by ProBuild (Clackamas). Pages or sheets covered by this seal: 16501023 thru16501027 My license renewal date for the state of Oregon is December 31,2013. Important Notice:The accuracy of the Truss Design Drawings relies upon: 1.Accurate metal plate connector design values as published by MiTek. 2.Accurate design values for solid sawn lumber.Design values(E,Emin,Fb,Fc,Fcperp,Ft,and Fv)for solid sawn lumber and approved,grade stamped, • finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing agencies approved by the Board of Review of the American Lumber Standards Committee in accordance with the latest edition of ANSI/TPI 1 Section 6.3. i.tED PROppSs �� �NGIN A /�9 85525PE r OREGON,� Q 9ti "Y 12 2.0 \ 41OSEPH O� RE,'y"• ��'1/31/2013 March 13,2013 Ryan J. Dexter, P.E. The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility for the design assumptions as defined on this truss design drawing,solely for the truss component(s)depicted. The design assumptions, loading conditions,suitability and use of this component for any particular building is the responsibility of the building designer or owner of the trusses,per ANSI/TPI 1. The responsibilities and duties of the truss designer,truss design engineer and truss manufacturer shall be in accord with the latest edition of ANSI/TP1 1 Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved. Job Truss Truss Type Qty Ply Pate Summer Creek bldg 12 upper Boor 16501023 81302221 A01-A FLOOR 1 2 Job Reference(optional) Pro-Build Clackamas Truss.Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc. Wed Mar 13 18:27:43 2013 Page 1 ID:aORdn7kJIUZ7sy01at3BgQzlEOs-nF3guonpeggubQllJoxFXeaOCFCJR_p-�r}- LazbGQE 18-5-0 3-2-4 1 6-4.8 I 7-8-8 1 11-8-8 15-8-8 �6 3-2-4 3-2-4 1-4-0 4-0-0 4-0-0 Scale=1:27.2 at 1.4-0 2x4 II 4x10= 4x4= 2x4 II 4x10= 2x4 II 1 2 3 4 5 6 S c : T • _ - R " MINI U I� {°] IPA 14 15 12 18 11 10 a 4x8 = 8 4x8= 3x6 I I 7x14 MT18H= 2x4 4x4= 2x4 II 18-5-0 18-5-0 ( 1-4-0 I 2- 8-0 183.2 .4 13.10- 0 1 84-8 I 7 -8-8 1b8.6 1 15-8-8 1-4-0 1-4-0 04 0-7.12 2.8.8 1-4-0 4-0-0 4.0-0 Plate Offsets(X.Y): [3:0.1-12.0.1-81.[5:0-4-0.0-1-12],p:0-1-12.0-2-M9:0-2-0.0-2-0 J.[11:0-7-0.0-3-41.112:0-4-8.0-1-8) LOADING(psf) SPACING 1-0-0 I CSI DEFL in (roc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.29 10 >644 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.50 10 >368 240 MT18H 220/195 BCLL 0.0 Rep Stress Inc( NO WB 0 64 Horz(TL) 0.06 7 n/a n/a BCDL 5.0 Code IRC2009/TPI2007 [ (Matrix: Weight:138 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except BOT CHORD 2 X 6 DF 2250F 1.7E*Except' end verticals. B2:2 X 4 DF 2400F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G'Except' W6:2x4DFNo.1&BtrG REACTIONS (lb/size) 13=2825/0-4-0 (min.0-1-8),7=1023/0-4-0 (min.0-1-8) - FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=8929/0,3-4=-7271/0,4-5=-7271/0 BOT CHORD 13-14=0/8129,14-15=0/8129,12-15=0/8129,12-16=0/8129,11-16=0/8129,10-11=0/7339, 9-10=0/7271,8-9=0/3857,7-8=0/3857 WEBS 49=410/0,3-10=-1472/0,2-12=0/1677,2-13=-8400/0,5-9=0/3587,5-7=-3955/0, 3-11=0/2474,2-11=0/928 NOTES 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2 x 4-1 row at 0-7-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-4-0 oc,2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 x 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced �PoD PROFFS standard ANSI/TPI 1. �'< G)NF r:Sj 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. C\ VN Fi5? 0� 8)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to kr y, be attached to walls at their outer ends or restrained by other means. 8rj 5P 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2000 lb down at 3-10-0,and 500 lb 7 down at 1-4-0,and 500 lb down at 2-8-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. - LOAD CASE(S) Standard �A OREGON,` 40 Continued on page 2 '�jt J y 12 201 -} V os>FPH ° RENEWAL DATE: 12/31/2013 March 13,2013 1 AWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-113 before use Design valid for use with MiTek connector pla'es only This design is based only upon parameters shown.and is for an individual building component.Applicability El& of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only.not forbuilding stability bracing Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities.fabncation.quality control.storage, CONSULTING delivery,erection.lateral restraint and diagonal bracing,consul ANSI?PI 1.DSB-89 and BCSI(Building Component Safety Information)available from CONS LTING LLC SBCA at www.sbcindustry cam. 'Job Truss Truss Type Qty Ply PuMe Summer Creek bldg 12 upper floor 13501023 81302221 A01-A FLOOR 1 2 ,Job Reference(optional) Pro-Build Clackamas Truss.Clackamas,OR 97015-1129.Eric Roesler 7.250 s Aug 25 2011 MiTek Industries.Inc Wed Mar 13 182744 2013 Page 2 ID a0Rdn7kJIUZ7sy0tat3BgQzlEOs-FRd268nRP_oICaKUtWSU4r6ByIXYARwyEJmgttzbGQD LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) up Vert:7-13=-5,1-6=-50 Concentrated Loads(lb) Vert:14=-500(F)15=-500(F)16=-2000(F) • 1 1 oWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.03-11')before use Design valid for use with MiTek connector plates only This design is based only upon parameters shown.and is for an individual building component Applicability of design parameters and proper incorporation of the component is responsibility of budding designer or owner of the trusses and installer Lateral restraint designations shown on individual web and chord members are for compression buckling only,not forbuildung stability bracing Additional temporary restraint/ diagonal bracing tc insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control.storage. /a/����� Yy/�� delivery.erection.lateral restraint and diagonal bracing,consult ANSIITPI 1,DSB-89 and BCSI(Building Component Safety Information)available from Hf/17raVL11l�Y LLC SBCA at www sbcindustry.com. _ Job Truss Truss Type Qty Ply Putte Summer Creek bldg 12 upper Boor 16501024 B1302221 B3A FLOOR 1 1 Job Reference(optional) Pro-Build Clackamas Truss Clackamas.OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc. Wed Mar 13 18:27:46 2013 Page 1 ID:xdmxOW''7aFKOUL3GtUSLZ3zIE0W-BglpXpphxb2TStUt xVy9GCc2SJveSnFhdFnyvzbGQB 2-5-4 { 2-6-0 I 2-8-0 Scale=1:18.1 5x12 MT18H= 2x4 I I 5x12 MT18H= 348= 1 = 2 3 4 5 • e � s _� ' �_� `-�/gyp IIrV'w�/� 7 3x8= 5x12 MT18H= 5x12 MT18H= 18-5-0 18.5-0 24-12 I 5-4-8 _ l 7-11-4 ( 10.9-0 2-9-12 2-6-12 2-8-12 2-9-12 Plate Offsets(X.Y): (6:Edge.0-1-81,t8:Edge.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0 26 Vert(LL) -0.05 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0 28 Vert(TL) -0.13 7-8 >934 360 MT18H 220/195 BCLL 0.0 Rep Stress Ina YES WB 0.24 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code IRC2009/TPI2007 (Matrix) Weight:53 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1&Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 8=578/0-4-0 (min.0-1-8),6=578/0-4-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1519/0,3-4=-1519/0 BOT CHORD 7-8=0/1156,6-7=0/1156 WEBS 2-7=0/391,4-7=0/391,2-8=-1240/0,4-6=-1240/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1 4)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard ��PED PROFESS cf; �NGINFER /O9 : 52P OREGON .„ t'4 V12,2° 1 `'OS EP o� RENEWAL DATE: 12/31/2013 March 13,2013 � I AWARNING-Venfy design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 33-11')before use Design valid for use with MiTek connector plates only.This design is based only upon parameters shown.and is for an individual building component Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer Lateral restraint designations shown on individual web and chord members are for compression buckling only not forbuilding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control,storage. delivery,erection.lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING�����/ LTING LLC SBCA at www.sbcindustry.com. i Job Truss Truss Type Qty Ply Pune Summer Creek bldg 12 upper floor 18501025 /31302221 C1 FLOOR 7 1 Job Reference(optional) Pro-Build Clackamas Truss.Clackamas,OR 97015-1129.Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc. Wed Mar 13 18.2748 2013 Page 1 ID MCS40Y27 sAjaLoorYd02BizIEOT-8CsZyVgyTDIBhBeF6MXQEhHtCGsn6F0X9xktOozbGQ9 2-3-0 1-4-0 I H- H I 2-6-0 -. I 2-6-0 I Scale=1:20.2 ei 2x4 I I 5x12 MT18H= 2x4 I I 3x8 = 2x4 I I 5x12 MT18H= 1 2 3 4 5 e • 1 %I I iliiimiiiiiii i =In ce ►1l�1 `illIA I.l.O e e W. 12 11 10 9 8 r/ 2x4 II 3x4= 2x4 I I 5x12 MT18H= 5x12 MT18H= 3x6= 18-5-0 18-5-0 3.10.8 1 5-3-0 I 6-4-8 1 74.8 I 10-4-0 I 12-11-8 _ 15-8-8 I 1-0-12 1-4-8 1-1-8 1-4-0 2-7-8 2-7-8 2-9-0 Plate Offsets(XX): 12:0-1-8.Edgej.[3:0.1-8.0-0-0].[6:0.4-8.Edge1,(10:0-1-8.Edge1.[11:0.1-8.Edge].112:Edge.0-1-8.] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0 61 Vert(LL) -0.17 9-10 >818 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0 83 Vert(TL) -0.29 9-10 >479 360 MT18H 220/195 BCLL 0.0 Rep Stress lncr YES WB 0 70 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code IRC2009/TPI2007 (Matrix) Weight:57 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.18Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=641/0-4-0 (min.0-1-8),12=641/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=626/0,2-3=-1405/0,3-4=-1405/0,4-5=-1278/0,5-6=-1278/0 ▪ BOT CHORD 11-12=0/1405,10-11=0/1405,9-10=0/1872,8-9=0/1872 WEBS 4-10=-591/17,2-12=1534/0,6-8=0/1380,5-8=-272/0,4-8=-639/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Refer to girder(s)for truss to truss connections. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/7P'1. 6)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard c')<cPED PR,0 4Co 0NG]NEFPe /4'r 2' . 25' 9< • h OREGON O. �Q 1+ 122°1 +' `JOSEPH �� J • RENEWAL DATE: 12/31/2013 March 13,2013 1 aWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11)before use Design valid for use with MiTek connector plates only This design is based only upon parameters shown.and is for an individual building component.Applicability Et of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only,not forbuilding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities.fabrication.quality control,storage. delivery.erection,lateral restraint and diagonal bracing,consult ANSIITPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSUUNG LLC SBCA at www.sbcinduslry.com. • ■ Job Truss Truss Type Qty Ply Pulte Summer Creek bldg 12 upper Boor 16501026 61302221 C FLOOR 13 1 Job Reference(optional) Pro-Build Clackamas Truss.Clackamas.OR 97015-1126 Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Wed Mar 13 1827:46 2013 Page 1 . ID IbZgRE3FOnzlb6yDf12WG7zlE0R-BglpXpphxb2TStUt_xVy9GCY?SEieOUFhdFnyvzbGQ6 0-9-0 2-6-0 1-4-0 2-4-8 _H Scale=1 26A Is 8 x 6= 5x12 MT18H= 2x4 I I 2x4 I I 3x8 = 3x8= 13 2 3 4 5 6 7° 8 N Ir/f wr-: Jam= mil N e e e 13 12 11 10 FE I. =5x12 MT18H= 3x8= 3x4= 3x8= 3x8= 18-5-0 18-5-0 1-3-0 I 6-4-8 1 7-8-8 I 10-4-0 1 12-10-0 I 15-8-8 I 1.3-0 5-1-8 1-4-0 2-7-8 2-6-0 2-10-8 Plate Offsets(X,Y): [2:0-2-8,Edge],[4:0-1-8,Edge],15:0-1-8,0-0-01,[6:0-2-12,Edgej,(7:0-1-8,Edge],[9:0-3-8,Edge],[10:0-1-8,Edge],[11:0-1-8,Edge],[12:0-1-8,Edge],114:0-3-8 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/del L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.22 10-11 >838 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.62 Vert(TL) -0.42 10-11 >437 360 MT18H 220/195 BCLL 0.0 Rep Stress Inc: YES WB 0.51 Horz(TL) 0.06 9 n/a n/a BCDL 5.0 Code IRC2009/TPI2007 (Matrix) Weight:76 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1&Btr G end verticals. . WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 14=850/0-4-0 (min.0-1-8),9=850/0-4-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten--All forces 250(Ib)or less except when shown. • TOP CHORD 2-3=-856/0,3-4=3124/0,4-5=-3124/0,5-6=-3124/0,6-7=1891/0 BOT CHORD 13-14=0/811,12-13=0/2296,11-12 /3124,10-11=0/2854,9-10=0/1891 WEBS 4-12=-266/0,6-11=56/593,6-10=-1039/0,7-10 /445,3-12=0/1006,3-13=-1555/0, 2-13=0/623,2-14=-1179/0,7-9=-2028/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/7P11. 5)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard <tQ,EO PROFess ��17 .."" NFFq /O9 Q' 85 PE r 9/ OREGON,� iQ 9,L °<''12,20, -+5 `JOSEPH 0) RENEWAL DATE: 12/31/2013 March 13,2013 1 , AWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.03-111 before use Design valid for use with MiTek connector plates only.This design is based only upon parameters shown,and is for an individual building component.Applicability , of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only.not forbuilding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication.quality control.storage delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULnyO LLC SBCA at www.sbcindustry.com. Job ' , Truss Truss Type Qty Ply Pulte Summer Creek bldg 12 upper attar 16501027 81302221 C-DRAG FLOOR I 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Wed Mar 13 18:27:49 2013 Page 1 ID:Ezhasv5WwPD0gQ6cnS5_LYzIEOPc0Qx9rraE WO2JLDRg32fnvpOUgCvre4hNbTRYEzbGQ8 1 0.9-0 I 2-6-0 I -� I 2-3-0 I Scale=1 26 8 w 548= 2x4 I I 2x4 H 5x12 MT18H= 5x12 MT18H= 3x6 = 1 2 34x8 4 5 8 7 8 N III %` 1� I/ � "'I j`�i 9 13 12 11 10 5x8= 4x8= 4x6= 5x12 MT18H= 2x4 I I 3x8= 5x12 MT18H= 18-5-0 18-5-0 3-9-0 l 148 I 7.8.5 I + 100 I 12-11-8 I 15e8 3-9-0 2-7-8 1-4-0 2-7-8 2-7-8 2-9-0 Plate Offsets(X,Y): [2:0-3-8,Edge],(3:0-1-8,Edge),[4:0-1-8,Edgej,[5:0-1-8,0-0-0],[7:0-1-8,Edge],[9:Edge,0-1-8),[10:0-1-8,Edge],(12:0-1-8,Edgej,(13:0-1-8,Edge],[14:0-1-8,Edge] .[15:0-3-8.Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (Ioc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 IC 0.76 Vert(LL) -0.27 11-12 >536 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0 84 Vert(TL) -0.39 11-12 >363 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0 90 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IRC2009/TPI2007 (Matrix) Weight:80 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. except BOT CHORD 4 X 2 DF No.1&Btr G end verticals. . WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing REACTIONS (lb/size) 14=940/4-0-0 (min.0-1-8),934/0-4-0 (min.0-1-8),15=127/4-0-0 (min.0-1-8) Max Horz 15=-92(LC 12) Max Uplift14=504(LC 8),9=-15(LC 8),15=1106(LC 7) • Max Gray 14=1844(LC 2),9=821(LC 7),15=1282(LC 15) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=434/434,2-3=-324113532,3-4=4318/2613,4-5=-3325/1615,5-6=-2671/1061, 6-7=2759/1054,7-8=-974/974 BOT CHORD 14-15=-3715/4377,14-16=-2447/2156,13-16=-2447/2156,12-13=-1184/2893, 11-12=-389/2732,10-11=-389/2732,9-10=-130/1736 WEBS 4-13=-540/46,6-12=1271/641,6-10=-1072/278,3-14=-1026/0,7-10=92/420, 7-9=-1874/141,3-13=-254/2367,2-14=3073/2520,2-15=1868/1691 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 504 lb uplift at joint 14,15 lb uplift at joint 9 and 1106 lb uplift at joint 15. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. (fQ`cj PROFFS 6)This truss has been designed for a total drag load of 380 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag C.)'c , GINE S> loads along bottom chord from 0-0-0 to 4-0-0 for 1492.3 pit. (\ tN Fig �� 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss 4r y 8)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 2 : •525PE v be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard . i 4 OREGON,, Q Ile t/4 0 4�'12,2, -}\ `JOSEPH ' f ENEWAL DATE: 12/31/2013 March 13,2013 1 r aWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use Design valid for use with MiTek connector plates only This design is based only upon parameters shown.and is for an individual building component.Applicability Et of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer Lateral restraint designations shown on individual web and chord members are for compression buckling only,not forbuilding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability dunng construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control,storage,delivery,erection,lateral restraint and diagonal bracing,consult ANSI/rPI 1,DSB-89 and BCSI(Building Component Safety Information)available from '`inNG LLC SBCA at www.sbcindustry.com. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury r� Dimensions are in ft-in-sixteenths. 1 (Drawings not to scale) 14i, an Appd fly u ll py lates to both sides teeth. of truss 1. Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always required. See embed BCSI1. 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves may require bracing,or alternative T,I,or Eliminator bracing should be 0-'/16 r 1 2 3 considered. TOP CHORDS 3. Never exceed the design loading shown and never stack materials on inadequately braced AMMIE Proves 4 Provide copies of this truss design to the building designer,erection supervisor,property 1_111.4110, 0 WEBS 4 owner and all other interested parties 5. Cut members to bear tightly against each other o 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint locations are regulated by ANSIITPI 1. For 4 x 2 orientation,locate U O 7. Design asumes trusses will be suitably protected from the environment in accord with x plates 0-'na from outside 0.. O 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. rL edge of truss. `,e ce' cs O 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. BOTTOM CHORDS 10.Camber is a non-structural consideration and is the responsibility of truss fabricator.General This symbol indicates the practice is to camber for dead load deflection. required direction of slots in 8 5 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirement.. connector plates. 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Pea 13.Top chords must be sheathed or puffins provided at spacing indicated on design. Plate location details available in MiTek 20/20 14.Bottom chords require lateral bracing at 10 ft.spacing,or less,if no ceiling is installed,unless software or upon request. otherwise noted. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 15.Connections not shown are the responsibility of others. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 16.Do not cut or alter truss member or plate without prior approval of an engineer. PLATE SIZE THE LEFT. 18.Useo(reenortreatedlumbersmayposeunaccepe green y pose unacceptable environmental,health or performance CHORDS AND WEBS ARE IDENTIFIED BY END JOINT risks Consult with project engineer before use 4 The first dimension is the plate 19.Review all portions of this design(front,back,words and pictures)before use Reviewing 4 x 4 NUMBERS/LETTERS. width measured perpendicular pictures alone is not sufficient. to slots.Second dimension is 20.Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. the length parallel to slots. 21.Unless information is otherwise provided to DrJ in writing,the use of these designs presumes approval,through the building designer or owner of the trusses,of the loads and related PRODUCT CODE APPROVALS design assumptions(e.g.spans,profiles,deflection, c.ion,etc found on each of the individual LATERAL BRACING LOCATION design drawings ICC-ES Reports: 22.These trusses are designed using MiTek Sapphire standard analysis methods in accordance with ANSI/TPI 1 and related proprietary information. it, by shown and/or ER-5243, 23.1t is extremely important to properly install temporary lateral restraint and diagonal bracing,in b text in the racin section of the ESR 1311,ESR 1352, 96048, accordance with BCSI-B2 or using proprietary methods(e.g.Stabilizer,etc.) y bracing 9730,95-43,96-31,9667A 24.Sheathing applied in the plane of the truss is not considered in the design of the individual truss output. Use T,I or proprietay bracing NER-487,NER-561 components unless specifically noted. (e.g.eliminator) if indicated. 95110,84-32,96-67,ER-3907,9432A 25.Graphical purlin representation,if shown,does not depict the size or orientation of the purlin along the top and/or bottom chord.Purlins must be designed by others for size,and positioned • • in such a way as to support the imposed load along the clearspan of the purin. BEARING 26.Due to the lateral thrust developed by scissor type trusses,if scissor type trusses are part of this design,careful consideration should be given to bearing wall conditions.Bearing walls of 1 scissor type trusses should be designed in such a manner that the walls will safely withstand • Indicates location where bearings the lateral forces of the trusses.Consideration of these items is not a part of this truss design(supports) occur. Icons vary but and is not the responsibility of the truss plate supplier,the truss designer,nor the truss kilMIO reaction section indicates joint ©2011 DrJ Consulting,LLC All Rights Reserved fabricator.Competent professional advice should be secured relative to these items number where bearings occur. 27.The accuracy of the truss design drawing relies upon accurate metal plate connector 111 .1M Ell design values as published by MiTek and accurate design values far solid sawn lumber. Design values(E,Emin,Fb,Fc,Fcp,Ft,and Fv)for solid sawn lumber and approved, grade stamped,finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing noms Industry Standards: agencies approved by the Board of Review of the American Lumber Standards ANSI/TPII: National Design Specification for Metal Committee in accordance with the latest edition of ANSI/TPI 1 Section 6 3 Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. DrJ Consulting, LLC IM7ti BCSI1: Building Component Safety Information, 6300 Enterprise Lane Guide to Good Practice for Handling, CONSULTING LLC Madison,WI 53719 - Installing&Bracing of t Metal Plate Connected Wood Trusses. F rm. I • I ■ CONSULTING tic DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: 81302221 MiTek 20/20 7.2 Pulte Summer Creek bldg 12 upper floor The truss drawing(s)referenced below have been prepared by DrJ Consulting, LLC under my direct supervision based on the parameters provided by ProBuild (Clackamas). Pages or sheets covered by this seal: 16501023 thru 16501027 My license renewal date for the state of Oregon is December 31,2013. Important Notice:The accuracy of the Truss Design Drawings relies upon: 1.Accurate metal plate connector design values as published by MiTek. 2.Accurate design values for solid sawn lumber.Design values(E,Emin,Fb,Fc,Fcperp,Ft,and Fv)for solid sawn lumber and approved,grade stamped, finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing agencies approved by the Board of Review of the American Lumber Standards Committee in accordance with the latest edition of ANSI/TPI 1 Section 6.3. nti)PR Fr �C 10I1'44 0 gyp# 85525PE r ORE-GON 4/ 1+ G�V'12 V1 "OSEPH 0� RE,. .7"731/2013 March 13,2013 Ryan J. Dexter, P.E. The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility for the design assumptions as defined on this truss design drawing,solely for the truss component(s)depicted. The design assumptions, loading conditions,suitability and use of this component for any particular building is the responsibility of the building designer or owner of the trusses,per ANSI/TPI 1.The responsibilities and duties of the truss designer,truss design engineer and truss manufacturer shall be in accord with the latest edition of ANSI/TPI 1 Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved. 1 Job Truss Truss Type Qty Ply Puke Summer Creek bldg 12 upper floor �f 16501023 B1302221 A01•A FLOOR 1 2,Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc Wed Mar 13 18:27:43 2013 Pa e 1 18-5-0 4 ID:aORdn?kJIUZ7sy01at3BgQzlE0s-nF3guonpeggubQllJoxFXea0CFCJR_g� azbGOE I 3-2-4 _ I 68 1 7-8-8 I 11-8-8 i 15-8-8 i 3-2-4 3-2-4 1-4-0 4-0-0 4-0-0 Scale=1:27.2 ii 1441 2x4 II 4x10= 4x4 = 2x4 II 4010 - 2x4 II 1 2 3 4 5 8 N _ L� 9 = r ��Y r w I .KA 14 15 12 18 11 10 9 4x6 = 8 4x8= 3 x 8 I I 7x14 MT18H= 2x4 I I 4x4= 2x4 11 18-5-0 18-5-0 I 1-4-0 I 2-5-0 13.2.4 13.10.0 1 646 1 7-8-8 i 11-8-8 1 15-8-8 1-4-0 1-4-0 0.6-4 0.7.12 2-6-8 1-4-0 4-0-0 4-0-0 Plate Offsets(x.YI: [3:0-1-12.0-1-8].[5:0-4-0.0-1-12].[7:0-1-12.0-2-0].[9:0-2-0.0-2-01 111:0-7-0.0-3-4].[12:0.4-8.0-1-8] LOADING(psi) SPACING 1-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.29 10 >644 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.50 10 >368 240 MT18H 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.06 7 n/a n/a BCDL 5.0 Code IRC2009/TPI2007 (Matrix) Weight:138 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except BOT CHORD 2 X 6 DF 2250F 1.7E*Except` end verticals. B2:2 X 4 DF 2400F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . WEBS 2 x 4 DF Std G*Except* W6:2 x 4 OF No.1&Btr G REACTIONS (lb/size) 13=2825/0-4-0 (min.0-1-8),7=1023/0-4-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=8929/0,3-4=-7271/0,4-5=-7271/0 BOT CHORD 13-14=0/8129,14-15=0/8129,12-15=0/8129,12-164/8129,11-16=0/8129,10-11=0/7339, 9-10=0/7271,8-9=0/3857,7-8=0/3857 WEBS 4-9=-410/0,3-10=1472/0,2-124/1677,2-13=-8400/0.5.9=0/3587,5-7=-3955/0, 3-11=0/2474,2-11=0/928 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 x 4-1 row at 0-7-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-4-0 oc,2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 x 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 5)A plate rating reduction of 20%has been applied for the green lumber members. ,_--' 6)This truss is designed in accordance with the 2009 International Residential Code sections R502 11 1 and R802.10 2 and referenced �P�0J PR QFe�, standard ANSI/TPI 1. �� (3[N� �/ 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -' N Fiq 0 8)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails Strongbacks to /� y be attached to walls at their outer ends or restrained by other means 85 5P i 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2000 lb down at 3-10-0 and 500 lb down at 1-4-0,and 500 lb down at 2-8-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard �� OREGON�,� 9 Li Y12, e ' 12, ., Continued on page 2 "OSEpµ O RENEWAL DATE: 12/31/2013 March 13,2013 1 i AWARNING-Very design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use Design valid for use with MiTek connector plates only This design is based only upon parameters shown,and is for an individual building component Applicability , of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer Lateral restraint designations shown on individual web and chord members are for compression buckling only,not forbuilding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control,storage, delivery.erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available horn CONSUL 71149 ric SBCA at wane sbcindustry corn frV/7iVi///7N Job Truss Truss Type Qty Ply Pulte Summer Creek bldg 12 upper floor �1 16501023 61302221 A01-A FLOOR 1 2 Job Reference(optional) Pro-Build Clackamas Truss.Clackamas.OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries Inc Wed Mar 13 18:27:44 2013 Page 2 ID:aORdn?kJIUZ7sy01 at3BgQzIE 0s-FRd268nR P_oIC aKUI WSU4r6ByfXYARwyEJmgt 1 zbGQD LOAD CASE(S) Standard 11 Floor Lumber Increase=1.00,Plate Increase=1 00 Uniform Loads(plf) Vert:7-13=-5,1-6=-50 Concentrated Loads(lb) Vert:14=-500(F)15=-500(F)16=-2000(F) � t VWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use Design valid for use with MiTek connector plates only This design is based only upon parameters shown,and is for an individual building component.Applicability ril/ of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only,not forbuilding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabncation,quality control,storage. delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING PLC SBCA at www.sbcindustry.com. . Job Truss Truss Type Qty Ply Putts Summer Creek bldg 12 upper Moor 16501024 B1302221 B3A FLOOR 1 1 Job Reference(optional) Pro-Budd Clackamas Truss.Clackamas.OR 97015-1129.Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc Wed Mar 13 1827.46 2013 Page 1 . ID:xdmxOW?7aFKOUL3GtUSLZ3zIE0W-BglpXpphxb2TStUt xVy9GCc2SJveSnFhdFryvzbGQB 1 2-5-4 I 2.8.0 I 2-6-0 { Scale=1 18 1 4 5x12 MT18H= 2x4 I I 5x12 MT18H— 3x6= 13x8 — 2 3 4 5 • I se MI 1. II 'I 11 YY��]• -o 6 7 -' 3x6= '_ 5x12 MT18H= 5x12 MT18H= 18-5-0 18-5-0 2-9-12 { 5-4-5 _ _+_ _ 7-11.4 I _ 10-9-0 2-9-12 2-6-12 2-6-12 2-9-12 Plate Offsets(X.Y1: [6:Edge.0-1-81.[8:Edge,0.1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.05 7 >999 480 MT20 220/195 TCDL 10 0 Lumber Increase 1.00 BC 0 28 Vert(TL) -0.13 7-8 >934 360 MT18H 220/195 BCLL 0.0 Rep Stress Ina YES WB 0 24 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code IRC2009/TP12007 (Matrix) Weight 53 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1&Btr G end verticals WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing - REACTIONS (lb/size) 8=578/0-4-0 (min.0-1-8),6=578/0-4-0 (min.0-1-8) FORCES (Ib)-Max,Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1519/0,3-4=-1519/0 • BOT CHORD 7-8=0/1156,6-7=0/1156 WEBS 2-73/391,4-74/391,2-8=-1240/0,4-6=-1240/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard `( c O PROFESS ��\� �cNo)N�FR /Or Q: : 52 • 9r / OREGON ,s �Q 9,LGi) 12,20, '}'` 'JOSEPH 0� RENEWAL DATE: 12/31/2013 March 13,2013 1 ) VWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use Design valid for use with MiTek connector plates only This design is based only upon parameters shown,and is for an individual building component.Applicability I o it f design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only not forbuilding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability dunng construction is the responsibility of the installer.Additional permanent budding stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control.storage. delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI I,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING SBCA at www.sbcindustry.com. wafwi�fRY Job , , T/1.188 Truss Type Qty Ply Puke Summer Creek bldg 12 upper Boor 16501025 81302221 Cl FLOOR 7 1 i Job Reference(optional) Pro-Budd Clackamas Truss.Clackamas.OR 97015-1129,Eric Roesler 7.250 5 Aug 25 2011 MiTek Industries,Inc. Wed Mar 13 18:27:48 2013 Page 1 ID MCS40Y2'sAjaLoorYd02BizIEOT-8CsZyVgyTDIBhBeF6MXOEhHtCGsn6FOX9xktOozbGQ9 2-3-0 I I 1-4-0 1 1 2-6-0 I I 2-6-0 Scale=1:20.2 2x4 I I 5x12 MT18H= 2x4 I I 348 = 2x4 I I 5x12 MT18H= 1 2 3 4 I 8 11 �d a I ii/JI h �. II r ` =In "4411 IPPP. ..1 N • e e 12 11 10 9 6 r 1 2x4 I I 344= 2x4 I I 5x12 MT1BH= 5412 MT18H= 346= 18-5-0 18-5-0 3.1048 I 5-3-0 I 6-4-8 l 7-8-8 I 10-4-0 I 12-11-8 I 15-8-8 I 1-0-12 1.4-8 1-1-8 1-4-0 2-7-8 2-7-8 2-9.0 Plate Offsets(X.Y1:J2:0.1-8.Edge].[3:0-1-8.0-0-0].[6_O-4-8.Ec(gej [10:0-1-8.Edge].(11:0-1-8.Edge],[12:Edge.0-1-8] ) LOADING(psi) SPACING 2-0-0 CSI DEFL in (bc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0,61 Vert(LL) -0.17 9-10 >818 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.29 9-10 >479 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.02 7 n/a n/a BC DL 5.0 Code IRC2009/TPI2007 (Matrix I Weight:57 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 OF No.1&Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=641/0-4-0 (min.0-1-8),12=641/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-626/0,2-3=-1405/0,3-4=-1405/0,4-5=-1278/0,5-6=-1278/0 - BOT CHORD 11-12=0/1405.10-11=0/1405.9-10=0/1872,8-9=0/1872 WEBS 4-10=-591/17,2-12=-1534/0,6-8=0/1380,5-8=-272/0,4-8=-639/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Refer to girder(s)for truss to truss connections 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"Fix heels only"Member end fixity model was used in the analysis and design of this truss 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��Q,ED PR QFFSs �c �NGINFFR /O✓ e : 25• 9r - 4 OREGON,` Q 14, " 122 \ +� `'OSEPH O RENEWAL DATE: 12/31/2013 March 13,2013 ■ QWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use.Design valid for use with MiTek connector plates only This design is based onty upon parameters shown,and is for an individual building component.Applicability I of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer Lateral restraint mit ,• designations shown on individual web and chord members are for compression buckling only.not forbuilding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabncatian,quality control,storage. delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from /yapL•asLnyfls CLC SBCA at www.sbcmdustry corn WIw�V v Job Truss Truss Type Qty Ply Pate Summer Creek bldg 12 upper floor 18501026 81302221 C FLOOR 13 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129.Eric Roesler 7.250 s Aug 25 2011 MiTek Industries.Inc Wed Mar 13 18 2746 2013 Page 1 ID IbZgRE3FOnzIb6yDf12WG7zIEOR-BglpXpphxb2TStUt_xVy9GCY?SEieOUFhdFnyvzbGQB 0a r 2-6-0 �. 1 1.4-0 I 2-4-8 • Scale=1 26.4 • 8 x 8= 5x12 MT18H= 2x4 I I 2x4 I I 3x8 = 3x6= 3x8 2 3 4 5 6 7 3x8 1 8 N II�MI I � Mill N 1111211 � \, �. P 1 13 12 11 10 r 6x8=5x12 MT18H= 3x8 = 3x4= 3x8= 348= 18-5-0 18.6.0 1-3-0 1 6.4-9 I 7-8-8 1 104-0 I 12-10-0 I 15-8-5 1-3-0 5-1.8 1-4-0 2-7-8 2-8-0 2-1041 Plate Offsets(X,Y): [2:0.2-8,Edge],[4:0-1-8,Edge],[5:0-1-8,0-0-0),[6:0-2-12,Edge],[7:0-1-8,Edge),(9:0-3-8,Edge],(10:0-1-8,Edge],[11:0-1-8,Edge],[12:0-1-8,Edge],114:0-3-8 .Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.22 10-11 >838 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.62 Vert(TL) -0.42 10-11 >437 360 MT18H 220/195 BCLL 0.0 Rep Stress Ina YES WB 0.51 Horz(TL) 0.06 9 n/a n/a BCDL 5.0 Code IRC2009/TPI2007 (Matrix) Weight:76 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1&Btr G end verticals - WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (lb/size) 14=850/0-4-0 (min.0-1-8),9=850/0-4-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-856/0,3-4=-3124/0,4-5=-3124/0,5-6=-3124/0,6-7=1891/0 BOT CHORD 13-14=0/811,12-13=0/2296,11-12=0/3124,10-11=0/2854,9-10=0/1891 WEBS 4-12=-266/0,6-11=-56/593,6-10=-1039/0,7-10=0/445,3-12=0/1006,3-13=-1555/0, 2-13=0/623,2-14=-1179/0,7-9=-2028/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11 1 and R802 10 2 and referenced standard ANSI/TPI 1. 5)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard x,_90 PROF (.5 �NGINEk- /p9 LC 85 PE r - 9h OREGON 4Q NN 14, " )'12,2° <,1- `'OSEPN a RENEWAL DATE: 12/31/2013 March 13,2013 t ■ AWARNING-Verify design parameters and read notes on this"MSS Design Drawing and included DrJ Reference Sheet(rev 03-11')before use Design valid for use with MiTek connector plates only.This design is based only upon parameters shown,and is for an individual building component.Applicability E of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint ilt designations shown on individual web and chord members are for compression buckling only.not forbudding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities.fabrication,quality control.storage. CONSULTING delivery,erection,lateral restraint and diagonal bracing.consult ANSI/TPI 1.DSB-89 and BCSI(Building Component Safety Information)available from (pNG LLC SBCA at www.sbcindustry corn Job Truss Truss Type Oty Ply PuHe Summer Creek bldg 12 upper Boor 16501027 81302221 C-DRAG FLOOR I 1 Job Reference(optional) Pro-Build Clackamas Truss Clackamas.OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc. Wed Mar 13 18:27'49 2013 Page 1 .. ID:Ezhasv5 WwPD0gQ6cnS5_LYzIE0P c0 Qx9rraE WQ2JLDRg32fnvpOUgCvre4hNbTRYEzbG08 1 090 1 260 I I 1-4-0 2-3-0 Scale=1:26.8 5x8= 2x4 I I 2x4 I I 5x12 MT18H= 5012 MT18H= 3x8 = 1 2 3 406 4 5 6 7 8 Ili—AIIII II1W7. 1J1JI____ __ /—ii, iv C.1 , ... .At•ti_i.i.i.i.i.i. ....< 13 12 11 10 PM 5x8= 4x8= 4x6= 5x12 MT18H= 2x4 I I 3x8= 5x12 MT18H= 18-5-0 18-5-0 I 3-9-0 I 5.4-5 1 7-5.8 1 10-4-0 I 12-118 1 1 58-8 I 3-9-0 2-7-8 1-4-0 2-78 2-7.5 2-9-0 Plate Offsets(X,Y): [2:0-3-8,Edge],[3:0-1.8,Edge],[4:0-1-8,Edge],[5:0-1-8,0-0-0],[7:0-1-8,Edge],[9:Edge,0.1-8],[10:0-1-8,Edge],[12:0-1-8,Edge],(13:0-1-8,Edge),[14:0-1-8,Edge] .[15:0-3-8,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (roc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.76 Vert(LL) -0.27 11-12 >536 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.39 11-12 >363 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IRC2009/TP12007 (Matrix) Weight:80 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 4 X 2 DF No.1&Btr G end verticals • WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing REACTIONS (Ib/size) 14=940/4-0-0 (min.0-1-8),934/0-4-0 (min.0-1-8),15=127/4-0-0 (min.0-1-8) Max Horz 15=-92(LC 12) _ Max Uplift 14=504(LC 8),9=-15(LC 8),15=1106(LC 7) Max Gray 14=1844(LC 2),9=821(LC 7),15=1282(LC 15) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-434/434,2-3=-3241/3532,3-4=4318/2613,4-5=-3325/1615,5-6=-2671/1061, 6-7=2759/1054,7-8=-974/974 BOT CHORD 14-15=-3715/4377,14-16=-2447/2156,13-16=-2447/2156,12-13=-1184/2893, 11-12=-389/2732,10-11=-389/2732,9-10=-130/1736 WEBS 4-13=-540/46,6-12=-1271/641,6-10=-1072/278,3-14=-1026/0,7-10=-92/420, 7-9=1874/141,3-13=-254/2367,2-14=-3073/2520,2-15=1868/1691 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 504 lb uplift at joint 14,15 lb uplift at joint 9 and 1106 lb uplift at joint 15. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. P5..0 PROP 6)This truss has been designed for a total drag load of 380 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag 3' loads along bottom chord from 0-0-0 to 4-0-0 for 1492.3 plf. ' NG[N�E9 /O 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. :V '9 8)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to CC : .525PE f- ix attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard OREGON,� �Q 14, "'12,2°, 41k `JOSEPH ° RENEWAL DATE: 12/31/2013 March 13,2013 � 1 4 WARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use Design valid for use with MiTek connector plates only This design is based only upon parameters shown.and is for an individual building component.Applicability Zi of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only,not forbullding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure i is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control,storage. delivery.erection,lateral restraint and diagonal bracing.consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING LLC SBCA at eww.sbcindustryyom _ -_ Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury MEIDimensions are in ft-in-sixteenths. ( (Drawings not to scale) I4 Apply plates to both sides of truss 1 Additional stablity bracing for truss system,e.g.diagonal or X-bracing,is always required See and fully embed teeth. BCSI1 2. Truss bracing must be designed by an engineer For wide truss spacing,individual lateral 1 braces themselves may require bracing,or alternative T,I,or Eliminator bracing should be 0-/16 1 2 3 considered. TOP CHORDS 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer,erection supervisor,property r� WEBS Q Cut members and rs other nightly against arose e 5. Cut members to bear tightly against each other. ILNII o 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint O locations are regulated by ANSIITPI 1. For 4 x 2 orientation,locate U Al ! 7. Design assumes trusses will be suitably protected from the environment in accord with plates 0 tr from outside .Z 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. edge of truss. O 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative c'-g c:a 7 -' treated,or green lumber BOTTOM CHORDS 10 Camber is a non-structural consideration and is the responsibility of truss fabricator General This symbol indicates the practice is to camber for dead load deflection. required direction of slots in 8 b 5 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirement. connector required direction plate n 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that P 13.Top chords must be sheathed or purlins provided at spacing indicated on design •Plate location details available in MiTek 20/20 14.Bottom chords require lateral bracing at 10 ft.spacing,or less,if no ceiling is installed,unless software or upon request. otherwise noted JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 15.Connections not shown are the responsibility of others AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 16.Do not cut or alter truss member or plate without prior approval of an engineer THE LEFT. 17.Install and load vertically unless indicated otherwise. PLATE SIZE 18.Use of green or treated lumber may pose unacceptable environmental,health or performance CHORDS AND WEBS ARE IDENTIFIED BY END JOINT asks.Consult with project engineer before use The first dimension is the plate 19.Review all portions of this design(front,back,words and pictures)before use Reviewing 4 x 4 NUMBERS/LETTERS. width measured perpendicular pictures alone is not sufficient. to slots.Second dimension is 20.Design assumes manufacture in accordance with ANSI/7P'1 Quality Criteria. the length parallel to slots. 21.Unless information is otherwise provided to DrJ in writing,the use of these designs presumes approval,through the building designer or owner of the trusses,of the loads and related PRODUCT CODE APPROVALS design assumptions(e.g.spans,profiles,deflection,etc.)found on each of the individual LATERAL BRACING LOCATION design drawings. ICC-ES Reports: 22.These trusses are designed using MiTek Sapphire standard analysis methods in accordance with ANSI/TPI 1 and related proprietary information. �i Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, 23.It is extremely important to property install temporary lateral restraint and diagonal bracing,in �� by text in the bracing section of the accordance with BCSI-62 or using proprietary methods(e.g.Stabilizer,etc.). 9730,95-43,96-31,9667A 24.Sheathing applied in the plane of the truss is not considered in the design of the individual truss output. Use T,I or proprietay bracing NER-487,NER-561 components unless specifically noted. (e.g.eliminator) if indicated. 95110,84-32,96-67,ER-3907,9432A 25.Graphical purlin representation,if shown,does not depict the size or orientation of the purlin along the top and/or bottom chord.Purlins must be designed by others for size,and positioned in such a way as to support the imposed load along the dearspan of the purlin. BEARING 26.Due to the lateral thrust developed by scissor type trusses,if scissor type trusses are part of this design,careful consideration should be given to bearing wall conditions.Bearing walls of scissor type trusses should be designed in such a manner that the walls will safely withstand Indicates location where bearings the lateral forces of the trusses.Consideration of these items is not a part of this truss design lit NM (supports) occur. Icons vary but ©2011 DrJ Consulting,LLC All Rights Reserved and is not the responsibility of the truss plate supplier,the truss designer,nor the truss 10 reaction section indicates joint g fabricator Competent professional advice should be secured relative to these terns. number where bearings occur. 27 The accuracy of the truss design drawing relies upon accurate metal plate connector Mill.11 RE 1 desgn values as published by MiTek and accurate design values for sl d sawn lumber. Design values(E,Erne,Fb,Fc,Fcp,Ft,and Fv)for solid sawn lumber and approved, 11.=-41 grade stamped,finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing ndustry Standards: agencies approved by the Board of Review of the American Lumber Standards ANSI/TPII: National Design Specification for Metal Committee in accordance with the latest edition ofANSITPI1 Section 6.3. - Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. DrJ Consulting, LLC BCSI1: Building Component Safety Information, 6300 Enterprise Lane Guide to Good Practice for Handling, Installing&Bracing of f CONSULTING LLC Madison. WI 53719 Metal Plate CONSULTING Wood Trusses. I • '• , . , I CONSULTING ccc DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: 81302220 MiTek 20/20 7.2 Pulte Summer Creek bldg 12 main floor The truss drawing(s)referenced below have been prepared by DrJ Consulting, LLC under my direct supervision based on the parameters provided by ProBuild (Clackamas). Pages or sheets covered by this seal: 16501040 thru16501045 My license renewal date for the state of Oregon is December 31,2013. Important Notice:The accuracy of the Truss Design Drawings relies upon: 1.Accurate metal plate connector design values as published by MiTek. 2.Accurate design values for solid sawn lumber.Design values(E,Emin,Fb,Fc,Fcperp,Ft,and Fv)for solid sawn lumber and approved,grade stamped, finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing agencies approved by the Board of Review of the American Lumber Standards Committee in accordance with the latest edition of ANSI/TPI 1 Section 6.3. se PRO% �� �NGINEFR �0 � 85525PE t- OREGON 9�L 641'12 26 . "Os -H O RE 2', • �Y 31/2013 March 13,2013 Ryan J. Dexter, P.E. The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility for the design assumptions as defined on this truss design drawing,solely for the truss component(s)depicted. The design assumptions, loading conditions,suitability and use of this component for any particular building is the responsibility of the building designer or owner of the trusses,per ANSI/TPI 1. The responsibilities and duties of the truss designer,truss design engineer and truss manufacturer shall be in accord with the latest edition of ANSI/TPI I Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved. Job Truss 'Truss Type Qty Ply Pulte Summer Creek bldg 12 main Poor 16501040 81302220 C1 FLOOR 6 1 Job Reference(optional) Pro-Build Clackamas Truss.Clackamas.OR 97015-1129.Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Wed Mar 13 18:3546 2013 Page 1 . ID:RBsMIB?kruTRoPTE2Ui3GGzmrmh-8AIGGydnu4 WM1 eA7616WcU4fNy756TIu3J WAn5zbGlh 2-3-8 2.6-0 I 1-0-8 Scale=1 19 9 501214718H= 3x6= 2x4 I I 508 = 3x6= 13 — 2 3 4 5 6 11•• IMMI1.1 iwt_Iw 1111111111111 °Me + tL �" i e 8304= 63x8 = e /5x12 MT18H= 5x8= 8-1-2 8-1-2 I 7-10-4 I 11-9-0 11-09.0 12-10-4 7-10-4 3-10-12 0-1-0 1-0-4 Plate Offsets(X.Y): [2:0-1-8.Edge1.U:0-3-8.Edge).[8:0-2-0.Edge].[9:0-1-8.Edge).[10:Edge.0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0 23 Vert(LL) -0.06 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0 36 Vert(TL) -0.16 8-9 >884 380 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0 48 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code IRC2009/TPI2007 (Matrix) Weight:59 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1&Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=641/0-2-0 (min.0-1-8),10=641/0-2-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1293/0,3-4=-1676/0,4-5=-1676/0 BOT CHORD 9-10=0/1293,8-9=0/1788,7-8=0/795 WEBS 4-8=262/0,3-9=534/0,5-8=0/951,5-7=98710,2-10=-1398/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7,10. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502 11.1 and R802.10 2 and referenced standard ANSI/TPI 1. 5)"Fix heels only"Member end fixity model was used in the analysis and design of this truss 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard .<�? 0 PRoFFSs Q- 8 25PE 9r OREGON 92 L'4 y12,2�, -)r `/OSEPN o' RENEWAL DATE: 12/31/2013 March 13,2013 r aWARNING-Venfy design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use Design valid for use with MiTek connector plates only This design is based only upon parameters shown.and is for an individual building component.Applicability I of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint ffit designations shown on individual web and chord members are for compression buckling only.not forbuilding stability bracing.Additional temporary restraint diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control,storage, delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1.DSB-89 and BCSI(Building Component Safety Information)available from & Vj(nn LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Punta Summer Creek bldg 12 main floor 16501041 B1302220 C2 FLOOR 1 1 Job Reference(optional) Pro-Bald Clicl amas Truss,Clackamas.OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Wed Mar 13 18:35:47 2013 Page 1 ID:Oa_7jt1_NWj91jddAvkYLhzmrmf-cMJeU IdPfOeDfolJgShc8icpuM Uwrvg2lzGkKXzbGlg 2.7.12 2.6.0 I I 2-4-12 Scale=1 17 8 5x12 MT18H= 2x4 I 5x12 MT18H= 2x4 11 12x4 II 2 3 4 5 6 • • • ) - • • N e e 9 8 7 5x12 MT18H= VVVJJJ 3x8= 3x4= e-1-2 2-9-4 54-0 10-5-0 1 2-9-4 24.12 5-1-0 0-1-4 0-1-12 Plate Offsets(X.Y): [7:0.1-8.Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (bc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.04 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.14 8-9 >892 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0 57 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code IRC2009/TP12007 (Matrix) Weight:48 lb FT=0%F.0°/E LUMBER BRACING TOP CHORD 4 X 2 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.18Btr G end verticals WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=589/0-1-8 (min.0-1-8),9=566/0-2-0 (min.0-1-8) Max Gray 7=985(LC 2),9=962(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1029/1029,2-3=-2434/0,3-4=-2434/0,4-5=-934/934 BOT CHORD 8-9=0/2105,7-8=0/2030 WEBS 2-8=696/1407,4-8=614/1487,2-9=2314/0,4-7=2162/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7,9. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)This truss has been designed for a total drag load of 380 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 10-7-0 for 380.0 plf. 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 8)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ".""9, 0 I E Ore,,� .�\5 �NGINF,FR ct 8 25•E 9� I if OREGON 1-4/Q /1., Cif y 12,2- '\ `JOSEPH 0� RENEWAL DATE: 12/31/2013 March 13,2013 `, Y WARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheer(rev 03-11')before use.Design valid for use with MiTek connector plates only This design is based only upon parameters shown,and is for an individual building component.Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only not forbuilding stability bracing.Additional temporary restraint diagonal bracing re insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the budding designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control,storage, delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING SBCA at www.sbcnclustry.com. WI��fI Job !Truss Truss Type Oty Ply Putte Summer Creek bldg 12 main floor 16501042 81302220 C FLOOR 9 1 Job Reference(optional) Pro-Build Clackamas Truss.Clackamas,OR 97015-1129.Eric Roesler 7.250 a Aug 25 2011 MiTek Industries,Inc.Wed Mar 13 18135:45 2013 Page 1 ID:EgN5AgOtTrNyVMXwygLf2xzmrg2-gzBu3cc97nOVPUcwY1bH3HXTRYIUN2akl fndFezbGli 2-3-8 l 2-6-0 I 2-3-8 Scale=1:26.4 3 4= 3x8 = 3x8= 2x4 I I 3x6= 2 3 4 53x8 = 6 3x8= 7 -• • • N c9;s 11 3x6 = 10 9• 6 K 3x8= 3x6= 3x8= 308= 8-1-2 8-1-2 I 7-10-4 I 15-8-8 7-10-4 7-10-4 Plate Offsets(X.Y): 12:0-1-8.EdaeL 13:0.2-4.Edge].(5:0-2-4.Edge].(6:0-1-8.Edge].[8:0.3-8.Edge].[9:0-1-8.Edge].[11:0-1-8.Ed.2e],[12:0-3-8.Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 IC 0.31 Vert(LL) -0.17 10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.31 10-11 >586 360 BCLL 0.0 Rep Stress Incr YES WB 0 35 Horz(TL) 0.06 8 n/a n/a BCDL 5.0 Code IRC2009/TPI2007 (Matrix) Weight:76 lb FT=0%F.0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.18Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - REACTIONS (lb/size) 12=843/0-2-0 (min.0-1-8),8=843/0-2-0 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1785/0.3-4=-3162/0,4-5=-3162/0,5-6=-1785/0 - BOT CHORD 11-12=0/1785,10-11=0/2778,9-10=0/2778,8-9=0/1785 WEBS 4-10=-259/0,3-11=-107210,3-10=0/415,5-10=0/415,5-9=-1072/0,2-11=0/445, 6-9=0/445,2-12=-1929/0,6-8=-1929/0 NOTES 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11 1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)"Fix heels only"Member end fixity model was used in the analysis and design of this truss 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��k k10 PRp,cFSS ,c. N.- ]NFF9 /fir 8 5PE yr OREGON, Q� `/�SEPH 9� RENEWAL DATE: 12/31/2013 March 13,2013 `, ■ A WARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use.Design valid for use with MiTek connector plates only.This design is based only upon parameters shown,and is for an individual building component.Applicability E of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint ffijik designations shown on individual web and chord members are for compression buckling only.not forbuilding stability bracing Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stabilay bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication.quality Control,storage. /�p���� YpA� delivery.erection,lateral restraint and diagonal bracing,consul ANSITPI 1,OSB-89 and BCSI(Building Component Safety Information)available from Wll/NVLYING LLC SBCA at www.sbcindustry.com. __ , Job Truss Truss Type Qty -Ply Putts Summer Creek bldg 12 main floor e501043 81302220 C-DRAG FLOOR 1 1 Job Reference(optional) Pro-Bufld Clackamas Truss,Clackamas,OR 97015-1129.Eric Roesler 7.250 s Aug 25 2011 MITek Industries,Inc Wed Mar 13 18:35:49 2013 Page 1 ID:kXnOma4782LS8UVazSKj2lzmrma-YkQPuzffB?uxu6vint fDE7i5G968JnbLt-llgOQzbGle 2-3-8 2-6-0 2-3-8 I Scale=1:26.4 3 x 6= 5x10= 3x8= 2x4 I I 3x6= 358= 1 2 3 4 5 6 5x10= 7 • • • raillIlli.IPWs001°°gg...°°lg;d.daiggliglgellillhhlirilllMal R .:141 4► 4► 414►41 R 4►.4►_4►_4►ck 10 9 B 5x12= 4x6= 3x10= 4x6= 5x12= 61-2 8-1-2 I 2-9-8 I 7-10-4 1 12-11-0 I 15-8-5 I 2-9-8 5-0-12 5-0-12 2-9-8 Plate Offsets(X.Y) (2:034.Edge],(6:0-3-4.Edge].[8:Edge.0-1-8],[9:0-1-8.Edge].[11:0-1-B.Edge].(12:Edge.0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) lldefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 IC 0.51 Vert(LL) -0.09 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.18 9-10 >843 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code IRC2009/TPI2007 (Matrix) Weight:76 lb FT=0%F.0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1&Btr G end verticals. WEBS 4 X 2 DF Std G'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W2:4 X 2 DF No.1&Btr G REACTIONS (lb/size) 11=1437/4-2-0 (min.0-1-8),12=-355/4-2-0 (min.0-1-8),8=605/0-2-0 (min.0-1-8) Max Horz 12=-126(LC 2) Max Uplift 11=239(LC 8),12=1465(LC 7),8=-109(LC 8) Max Gray 11=2177(LC 2),12=1012(LC 8),8=879(LC 7) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=966/966,2-3=-1217/2620,3-4=3293/1382,4-5=2319/506,5-6=2482/841, 6-7=966/966 BOT CHORD 11-12=-3233/1693,11-13=-2580/1814,10-13=-2580/3140,9-10=-908/2951, 8-9=335/1880 WEBS 4-10=-275/0,2-11=-1775/714,6-9=-190/478,2-12=-2359/3876,3-11=-2472/353, 3-10=-380/1747,5-10=-957/709,5-9=-1156/618,6-8=-2032/363 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 239 lb uplift at joint 11,1465 lb uplift at joint 12 and 109 lb uplift at joint 8. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. p,_D PRQFF 6)This along bottom designed for a from 0-0-0 tat drag 0 foa1432 5 ppjf. Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag �\Cn NGI N4. 4j'/' 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -& r9 8)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement Ct 8 j P at the bearings.Building designer must provide for uplift reactions indicated. / 9)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 1/ be attached to walls at their outer ends or restrained by other means. - LOAD CASE(S) Standard ;� OREGON, 4Q 914, `' 20,fly 12, -X. `�OSEPN 0� RENEWAL DATE: 12/31/2013 March 13,2013 t � AWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use Design valid for use wdh MiTek connector plates only This design is based only upon parameters shown and is for an individual building component.Applicability Eik of design parameters and proper incorporation of the component is responsibility of budding designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only.not forbudding stability bracing.Additional temporary restraint/ diagonal bracing to Insure stability during construction is the responsibility of the installer.Additional permanent budding stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities.fabrication,quality control,storage. �a�///7y�//� delivery,erection.lateral restraint and diagonal bracing,consult ANSI/WI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING ac SBCA at www.sbcindustry corn. Job Truss Truss Type Oty Ply PuMe Summer Creek bldg 12 man floor 16501045 81302220 C-STUB FLOOR 4 1 Job Reference(optional) Pro-Build Clackamas Truss.Clackamas.OR 97015-1129,Enc Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc. Wed Mar 13 18:35:52 2013 Page 1 ID:EgN5AgOtTrNyVMXwygLf2xzmrq2-zJ6XX?hYUwH WIZeH S?DwrIKgmN8C WDMnRFzV7kzbGlb 2-3-8 2-6-0 2-3-8 Scale=1.26.6 3x6= 5x12 MT18H= 3x8= 2x4 I I 2x4 II 1 2 3 4 53x10 = 4x6= 7 • • • N I' N e e Ott • • s 12308= 11 10 9 5x12 MT18H= 3x6= 3x8= 4x8= 8-1-2 8-1-2 7-10-4 15.5-8 15-8.i8 7-10-4 7-7-4 0-3-0 Plate Offsets(XXI: [2:0.1-8.Edge].p:0-2-12.Edge].[5:0-3-O.Edge],[6:0-1-8.Edge],(7:0-1-8.Edge].[9:0-1-8.Edge].[10:0-1-8.Edge].[12:0-1-8.E dge],[13:Edge.0-1-8j LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0 30 Vert(LL) -0.16 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0 50 Vert(TL) -0.30 11-12 >605 360 MT18H 220/195 BCLL 0.0 Rep Stress lncr YES WB 0 35 Horz(TL) 0.06 9 n/a n/a BCDL 5.0 Code IRC2009/TP12007 (Matrix) Weight:77 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.18Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 9=853/Mechanical,13=836/0-2-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1768/0,3-4=-3111/0,4-5=-3111/0,5-6=-1701/0 BOT CHORD 12-13=0/1768,11-12=0/2744,10-11=0/2711,9-10=0/1701 WEBS 4-11=-259/0,3-12=-1053/0,3-11=0/396,5-11=0/431,5-10=-1091/0,2-12=0/438, 6-10=0/453,2-13=1911/0,6-9=-1852/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 6)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 0 PRQFFSS ��5 �cNG]M�FR /�✓ 8 '5P of OREGON \ 94, '4V 12 2� 'r � , � `10SEPH 0 RENEWAL DATE: 12/31/2013 March 13,2013 1 1 VWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.03-11')before use Design valid for use with MiTek connector plates only.This design is based only upon parameters shown,and is for an individual building component.Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only.not forbuilding stability bracing Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control,storage. delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,OSB-89 and BCSI(Building Component Safety Information)available from CONSULTING LLc SBCA at www.sbcindustry.com. _` Job Truss Truss Type Qty Ply Pulte Summer Creek bldg 12 main floor 16501044 81302220 CG FLAT 2 2 Job Reference(optional) Pro-Build Clackamas Truss.Clackamas.OR 97015-1129.Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Wed Mar 13 18:35:51 2013 Page 1 ID:5Vavp18F0a_kE FOYI?wulozmrmV-U7Y9Jfhwjd9f8P34v1 ihJYnQ_zmankPd0bExTlzbGlc 8-1-2 5-3-7 _ 10-5-1 15-8-8 1i 5-3-7 5-1-11 5-3-7 Scale=1:26.5 10x10 = 1 2 3 4 5 —� M■i CV 1 MI 10 9 10x10= 13 14 10510 = 10x10 = 8-1-2 8-1-2 5-3.7 ) 10.5-1 I 12-0-0 I 14-0-0 15-8-6 5-3-7 5-1-11 1815 2-0-0 1-8-8 Plate Offsets(X.Y): (5:0 34.0 3 1].]9:0 3 8.0 341•(10:0-3-8.0-3-4].[11:0-3-'LL0-2-1Q), LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) lldefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.31 9 >589 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.54 9 >337 240 BCLL 0.0 Rep Stress Incr NO WB 0 46 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code 1RC2009/TP12007 (Matrix) Weight:139 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, except BOT CHORD 2 X 6 DF 2250F 1.7E end verticals. WEBS 2 x 4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. W2:2x4DFNo.1&BtrG REACTIONS (lb/size) 11=1118/0-5-8 (min.0-1-8),8=2210/0-5-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-1098/0,2-3=-5666/0,3-4=5666/0,4-5=-5666/0,5-8=-1190/0 BOT CHORD 9-10=0/5666 WEBS 3-10=-654/0,4-9=-39710,2-10=0/5734,5-9=0/5734 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 x 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 x 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1 6)"Fix heels only"Member end fixity model was used in the analysis and design of this truss 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to �� Q P��F�s be attached to walls at their outer ends or restrained by other means. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)800 lb down at 12-0-0,and 800 lb �.< G(NE r$'' down at 14-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �\ tN F9 q LOAD CASE(S) Standard Q' 8 •5PE 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-10,1-2=-100,2-5=-100,5-6=-100 Concentrated Loads(lb) ` OREGON Q Vert:13=-800(F)14=-800(F) .4- v �� 4, 14, 64 '12,2° .}' � `/OSEPN RENEWAL DATE: 12/31/2013 March 13,2013 AWARNING-Venfy design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.03-11')before use Design valid for use with MiTek connector plates only This design is based only upon parameters shown.and is for an individual building component.Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint EmIti designations shown on individual web and chord members are for compression buckling only.not torbwlding stabildy bracing.Additional temporary restraint/ diagonal bracing to.nsure stability during construction is the responsibility of the installer.Additional permanent building stabildy bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control.storage. /� delivery,erection.lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULI1NO ac SBCA at VIVA./sbcindustry.com. VVl�.7 LRY Job Truss Truss Type Qty Ply Pufe Summer Creek beg 12 main floor 16501043 61302220 C-DRAG FLOOR 1 1 Job Reference(optional) , Pro-Build Clackamas Truss.Clackamas,OR 97015-1129,Eric Roesler 7250 s Aug 25 2011 MiTek Industries,Inc. Wed Mar 13 18,3549 2013 Page 1 ID'kXn0ma47 B2LS8UVazS IG2lzm rm a-Ykp P uzffB"uxu6v intfDE 7i5 G968J nb L I H I q OO z b G l e 2-3-8 I 2-6-0 I 2-3-8 Scale=1 26 4 3x6= 5x10= 3x8= 2x4 I I 3x8= 3x8= 1 2 3 4 5 e 5x10— 7 III �� jM�lll N WPITIT 4 11 10 9 a 0 5x12= 4x6= 3x10= 4x8= 5x12= 8-1-2 8-1-2 I 2-9-8 I 7-10-4 1 12-11-0 1 15-8-8 1 2-9-8 5-0-12 5-0-12 2-9-8 Plate Offsets(X.Y): 12:0-3-4.EdgeL[6:0-3-4.Edge].18:Edge.0-1-8].[9:0-1-8.Edge].[11:0-1-8.EdgeL[12:Edge.0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0 51 Vert(LL) -0.09 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0 46 Vert(TL) -0.18 9-10 >843 360 BCLL 0.0 Rep Stress Incr YES WB 0 67 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code IRC2009/TPI2007 (Matrix) Weight:76 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&BV G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1&Btr G end verticals. WEBS 4 X 2 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. - W2:4 X 2 DF No.1&Btr G REACTIONS (lb/size) 11=1437/4-2-0 (min.0-1-8),12=-355/4-2-0 (min.0-1-8),8=605/0-2-0 (min.0-1-8) Max Horz 12=-126(LC 2) Max Uplift 11=239(LC 8),12=-1465(LC 7),8=-109(LC 8) Max Gray 11=2177(LC 2),12=1012(LC 8),8=879(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-966/966,2-3=1217/2620,3-4=3293/1382,4-5=2319/506,5-6=-2482/841, 6-7=-966/966 BOT CHORD 11-12=-3233/1693,11-13=-2580/1814,10-13=-2580/3140,9-10=-908/2951, 8-9=-335/1880 WEBS 4-10=-275/0,2-11=-17751714,6-9=-1901478,2-12=-2359/3876,3-11=2472/353, 3-10=-380/1747,5-10=-957/709,5-9=-1156/618,6-8=2032/363 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)B. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 239 lb uplift at joint 11,1465 lb uplift at joint 12 and 109 lb uplift at joint 8. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced ��-----'--- standardANSI/TPl1. �sQED PROFS 6)This truss has been designed for a total drag load of 380 pit.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag ,j' loads along bottom chord from 0-0-0 to 4-2-0 for 1432.5 p8 ic.. •\- '4? �°; 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss :�, y 8)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement Q 8 j P at the bearings.Building designer must provide for uplift reactions indicated. 9)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails Strongbacks to J// be attached to walls at their outer ends or restrained by other means - LOAD CASE(S) Standard i- ✓OREGON,,, 45- 9ti '14y12,2° -krr. "OSEPH VI RENEWAL DATE: 12/31/2013 March 13,2013 • aWARNING-Venfy design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use Design valid for use with MiTek connector plates only This design is based only upon parameters shown.and s for an individual building component Applicability Ej of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer Lateral restraint designations shown on individual web and chord members are for compression buckling only not forbuilding stability bracing.Additional temporary restraint diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication.quality control.storage. delivery.erection,lateral restraint and diagonal bracing.consult ANSI/7P!1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING LLC SBCA at www.sbcindustrycom Job Truss Truss Type Qty Ply Pate Summer Creek bldg 12 main floor 16501042 B1302220 C FLOOR 9 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas.OR 97015-1129.Eric Roesler 7.250 a Aug 25 2011 MiTek Industries,Inc. Wed Mar 13 18:35:45 2013 Page 1 ID'EgN5AgOtTrNyVMXwygLf2xzmrq2-gzBu3cc97nOVPUcwY1 bH3HXTRYlUN2algfndFezbGli 2-3-8 2-6-0 ) 2-3-8 Scale=1.26.4 3x8= 3x6= 3x8= 2x4 II 3x8= 1 2 3 4 5 63° 7 • N a • • 11 3x8 = 10 a B 16 3x8= axe= 3x8= 3x8= 8-1-2 8-1-2 7-10-4 ( 15-5-5 7-10-4 7-104 Plate Offsets(X.Y): [2:0.1-8.Edge].[3:0-2-4.EdgeJ4S:0-2-4.Edgel 16:0-1-8.Edgel.[8:0-3-8.Edge].[9:0-1-8.Edge].[11:0-1-8.Edge],[12:0-3-8.Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.17 10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.31 10-11 >586 360 BCLL 0.0 Rep Stress Ina YES WB 0.35 Hoa(TL) 0.06 8 n/a n/a BCDL 5.0 Code IRC2009/TPI2007 (Matrix) Weight:76 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. except BOT CHORD 4 X 2 DF No.1&Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (lb/size) 12=843/0-2-0 (min.0-1-8),8=843/0-2-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1785/0,3-4=-3162/0,4-5=-3162/0,5-6=-1785/0 BOT CHORD 11-12=0)1785,10-11=0/2778,9-10=0/2778,8-9=0/1785 WEBS 4-10=-259/0,3-11=-1072/0,3-10=0/415,5-10=0/415,5-9=-1072/0,2-11=0/445, 6-9=0/445,2-12=-1929/0,6-8=-1929/0 NOTES 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �(f:1 PROFFSs �r� oNG[NE- /0✓ 8 '5PE 9� OREGON 94, U4y12,2 -}� `tsEPN 0 RENEWAL DATE: 12/31/2013 March 13,2013 e I VWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use Design valid for use with MiTek connector plates only.This design is based only upon parameters shown.and is for an individual building component.Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only.not forbuilding stability bracing.Additional temporary restraint diagonal bracing to insure stability during construction is the responsibility of the installer Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities.fabrication,quality control,storage, �a delivery,erection,lateral restraint and diagonal bracing.consue ANSI/7P11,OSB-89 and BCSI(Building Component Safety Information)available from CONSULTING LLC _ - MCA atwww.ebcindustry,COT__-.___ Job Truss Truss Type Qty Ply Putts Summer Creek bldg 12 main floor 16501041 91302220 C2 FLOOR 1 1 Job Reference(optional) Pro-Build Clackamas Truss.Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries.Inc. Wed Mar 13 18:3547 2013 Page 1 ID.Oa_7jtl_N Wj9l jddAvkYLhzmrmf-cMJeU IdPfoeDfolJgShc8icpuMUwrvg2lzGkKXzbGlg 1 2-7-12 1 2-8-0 ( 2-4-12 - Scale=1.17.8 • 5x12MT1e4= 2x4 11 5x12 MT18H= 2x4 II 12x4 II 2 3 4 5 8 it %"1111 ' N e e " e 9 8 7 5x12 MT18H= 11 3x8= 3x4= 8-1-2 2.0.4 5-4-0 10-5-0 1 241.4 2-8-12 5-1-0 01 0-1-12 Plate Offsets(X.Y): [7:0-1-8.Edgej LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/den Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.04 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.14 8-9 >892 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code IRC2009/TP12007 (Matrix) Weight:48 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&BV G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. except BOT CHORD 4 X 2 DF No.1&Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (lb/size) 7=589/0-1-8 (min.0-1-8),9=566/0-2-0 (min.0-1-8) Max Gras 7=985(LC 2),9=962(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1029/1029,2-3=2434/0,3-4=2434/0,4-5=934/934 BOT CHORD 8-9 /2105,7-8=0/2030 WEBS 2-8=696/1407,4-8=61411487,2-9=2314/0,4-7=-2162/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7,9. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/-PI 1. 6)This truss has been designed for a total drag load of 380 pit.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 10-7-0 for 380.0 plf. 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 8)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard <o�NGP FF9`r 0, �� 8 25'E -171- If OREGON 1+ 6Zy1220\ +'� "OSEPN 0� RENEWAL DATE: 12/31/2013 March 13,2013 1 i aWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use.Design valid for use with MiTek connector plates only This design is based only upon parameters shown,and is for an individual building component.Applicability E of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint j& designations shown on individual web and chord members are for compression bucsling only.not forbudding stability bracing Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the inslaller.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication.quality control.storage. delivery.erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Summer Creek bldg 12 main Soar 16501040 B1302220 C1 FLOOR 6 1 Job Reference(optional) Pro-Build Clackamas Truss.Clackamas.OR 97015-1129.Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc. Wed Mar 13 18.3546 2013 Page 1 ID.RBsMlBTkruTRoPTE2Ui3GGzmrmh-BAIGGydnu4WM1 eA7616WcU4fNy756T1u3JWAn5zbGlh 238 ll 260 I 1-0-8 _{ Scale=1 19.9 502 MT18H= 308= 2x4 I 5x8= 3x8= 13 2 3 4 5 5 Iw w ■ ■ I �1 N II e e W e 9 3x4= 8 3x8 = 5x12 MT18H= 5x8 = 8-1-2 8-1-2 7-10-4 _ 159-0 11-14-0 12-10-4 7-10-4 3-10-12 0-1-0 1-0-4 Plate Offsets(X,Y): j2:0-1-8.Edge).[7:0-3-8.Edge].[8:0.2-0.Edge].19:0-1-8.Edge1.[10:Edge.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0 23 Vert(LL) -0.06 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0 36 Vert(TL) -0.16 8-9 >884 360 MT18H 220/195 BCLL 0.0 Rep Stress lncr YES WB 0 48 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code IRC2009/TP12007 (Matrix) Weight:59 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.18Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (lb/size) 7=641/0-2-0 (min 0-1-8),10=641/0-2-0 (min 0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown TOP CHORD 2-3=-1293/0,3-4=-1676/0,4-5=-1676/0 BOT CHORD 9-10=0/1293.8-9=0/1788,7-8=0/795 WEBS 4-8=-262/0,3-9=-534/0,5-8=0/951.5-7=-987/0,2-10=-1398/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)A plate rating reduction of 20%has been applied for the green lumber members 3)Provide mechanical connection(by others)of truss to bearing plate at)oint(s)7.10. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11 1 and R802.10.2 and referenced standard ANSI/TPI 1 5)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard CEO P�Oft ��\ca�F'NG]N���s/Or Illr e 8 25PE 9r "�OREGON N., k40 4, )'12,2. -1- L/OSEPN 0� RENEWAL DATE: 12/31/2013 March 13,2013 r aWARNING-Venfy design parameters and read notes on Sus Truss Design Drawing and included DrJ Reference Sheet(rev 03-11)before use Design valid for use with MiTek connector plates Dory.This design is Dosed ony upon parameters shown and is for an individual budding component Applicabiity Z o it f design parameters and proper incorperation of the component is responsibility o'building designer or owner of the trusses and installer Lateral restraint designations shown on individual web and chord members are for compression buckling only not forbuilding stability bracing Additional temporary restraint,' diagonal bracing to insure stability during construction is the responsibility of the installer Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabncation.quality control.storage. Q/r delivery,erection,lateral restraint and diagonal bracing.consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONS L71NO LLC SBCA at www.sbcindustry.com. CONSULTING LLC DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: B1302220 MiTek 20/20 7.2 Pulte Summer Creek bldg 12 main floor The truss drawing(s)referenced below have been prepared by DrJ Consulting,LLC under my direct supervision based on the parameters provided by ProBuild (Clackamas). Pages or sheets covered by this seal: I6501040 thru 16501045 My license renewal date for the state of Oregon is December 31,2013. Important Notice:The accuracy of the Truss Design Drawings relies upon: 1.Accurate metal plate connector design values as published by MiTek. 2.Accurate design values for solid sawn lumber.Design values(E,Emin,Fb,Fc,Fcperp,Ft,and Fv)for solid sawn lumber and approved,grade stamped, finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing agencies approved by the Board of Review of the American Lumber Standards Committee in accordance with the latest edition of ANSI/TPI 1 Section 6.3. 9,0 PROPE, <4.1 Ca oGINEQ>0 85525PE 1- 9� OREGON,% &Q 47+ U4 Y12 Zsa\ "O/S Q�C IRE 3 , 'y131/2013 March 13,2013 Ryan J. Dexter, P.E. The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility for the design assumptions as defined on this truss design drawing,solely for the truss component(s)depicted. The design assumptions, loading conditions,suitability and use of this component for any particular building is the responsibility of the building designer or owner of the trusses,per ANSI/TPI 1.The responsibilities and duties of the truss designer,truss design engineer and truss manufacturer shall be in accord with the latest edition of ANSI/TPI 1 Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved. Symbols I y Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 I dimensions shown in ft-in-sixteenths Damage or Personal Injury �r� Dimensions are in ft-in-sixteenths. I (Drawings not to scale) 141%‘ Apply py lates embed to both sides teeth. of truss 1. Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always required. See full BCSI1. 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves may require bracing,or alternative T,1,or Eliminator bracing should be 0'146 1 2 3 considered. TOP CHORDS 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses 4. Provide copies of this truss design to the building designer,erection supervisor,property ■11.1 ti owner and all other interested parties. p 5. Gut members o bear tightly against each other. ., o 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint O O locations are regulated by ANSI/TPI 1. ill For 4 x 2 orientation,locate U = 7. Design assumes trusses will be suitably protected from the environment in accord with plates 0-'nor"from outside a U ANSUTPI 1 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication.lig edge of truss. p 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative C7-e C5-o � treated,or green lumber. BOTTOM CHORDS 10.Camber is a non-structural consideration and is the responsibility of truss fabricator.General This symbol indicates the practice is to camber for dead load deflection. required direction of slots in 8 6 5 11.Plate type,size,orientation and location dimensions indicated are minimum plating requiremeno. 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that connector plates. specified 13.Top chords must be sheathed or purlins provided at spacing indicated on design. 'Plate location details available in MiTek 20/20 14.Bottom chords require lateral bracing at 10 ft.spacing,or less,if no ceiling is installed,unless software or upon request. otherwise noted. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 15.Connections not shown are the responsibility of others. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 16.Do not cut or alter truss member or plate without prior approval of an engineer. THE LEFT. 17 Install and load vertically unless indicated otherwise. PLATE SIZE 18.Use of green or treated lumber may pose unacceptable environmental,health or performance CHORDS AND WEBS ARE IDENTIFIED BY END JOINT risks.Consult with project engineer before use. The first dimension is the plate 19.Review all portions of this design(front,back,words and pictures)before use Reviewing 4 x 4 NUMBERS/LETTERS. width measured perpendicular pictures alone is not sufficient. to slots.Second dimension is 20.Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. the length parallel to slots. 21.Unless information is otherwise provided to DrJ in writing,the use of these designs presumes approval,through the building designer or owner of the trusses,of the loads and related PRODUCT CODE APPROVALS design assumptions(e.g.spans,profiles,deflection,etc.)found on each of the individual LATERAL BRACING LOCATION design drawings. ICC-ES Reports: 22.These trusses are designed using MiTek Sapphire standard analysis methods in accordance with ANSI/TPI 1 and related proprietary information. it Indicated by symbol shown and/or ESR 1311,ESR 1352,ER 5243,96048, 23.It is extremely important to properly install temporary lateral restraint and diagonal bracing,in b text in the bracin section of the accordance with BCSI-B2 or using propnetary methods(e.g.Stabilizer,etc.). by bracing 9730,95-43,96-31,9667A 24.Sheathing applied in the plane of the truss is not considered in the design of the individual truss output. Use T,I or proprietay bracing NER-487,NER-561 components unless specifically noted (e.g.eliminator)if indicated. 95110,84-32,96-67,ER-3907,9432A 25.Graphical purlin representation,if shown,does not depict the size or orientation of the purlin along the top and/or bottom chord.Purlins must be designed by others for size,and positioned in such a way as to support the imposed load along the clearspan of the purin. BEARING 26.Due to the lateral thrust developed by scissor type trusses,if scissor type trusses are part of this design,careful consideration should be given to bearing wall conditions.Bearing walls of scissor type trusses should be designed in such a manner that the walls will safely withstand Indicates location where bearings (supports)occur. Icons vary but the lateral forces of the Misses.Consideration of these items is not a pan of this truss design is not the responsibility of the truss plate supplier,the truss designer,nor the truss ■=OP reaction section indicates joint ©2011 DrJ Consulting,LLC All Rights Reserved fabricator. Competent professional advice should be secured relative to these items. number where her@ bearings occur. 27.The accuracy of the truss design drawing relies upon accurate metal plate connector design values as published by MiTek and accurate design values for solid sawn lumber rti� Design values(E.Erin,Fb,Fc,Fcp,Ft,and Fv)for sold sawn lumber a d approved, _� grade stamped,finger o nted lumber shall be as defined by the grade stamp pray to cross cutting and in accordance with the published values of lumber rules writing Industry Standards: agencies app owed by the Board of Review of the American Lumber Standards ANSI/TPI 1: National Design Specification for Metal Committee in accordance with the latest edition of ANSI/TPI 1 Section 6.3. • Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. DrJ Consulting, LLC BCSI1: Building Component Safety Information, 6300 Enterprise Lane Guide to Good Practice for Handling, CONSULTING LLC Madison, WI 53719 • Installing&Bracing of f Metal Plate Connected Wood Trusses. Job Truss Truss Type Qty Ply Rune Summer Creek bldg 12 main Boor 16501044 B1302220 CG FLAT 2 2 Job Reference(optional) Pro-Buid Clackamas Truss,Cladumas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc Wed Mar 13 18:3561 2013 Pa e 1 ID:5Vavp18F0a _kEFOYI?wulozmrmV-U7Y9J fhwjd9f8P34vtihJYnQzmankPdQb cTlzbGlc 8-11 2 5-3-7 10-5-1 + 15-8-8 1( 5-3-7 5-1-11 5.3.7 Scale=1.26.5 1000 = 1 2 3 4 5 6 • • 100= 1 � 10 9 x1 13 14 10x10 = 10x10 8-1-2 &1-2 5-3-7 10-5-1 12-0-0 14-0-0 15-8-8 5-3-7 I 5-1-11 16-15 2-0-0 1-8-8 Plate Offsets(X.Y): [5:0-3-4.0.3-1],[9:0-3-8.0-3-4],[10:0-3-8.0-3-4L[11:0-3-11.0-2-10] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.31 9 >589 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.54 9 >337 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.02 8 rile rda BCDL 5.0 Code IRC2009/TPI2007 (Matrix) Weight:139 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, except BOT CHORD 2 X 6 DF 2250F 1.7E end verticals. WEBS 2 x 4 DF Std G'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2 x 4 DF No.1&Btr G REACTIONS (lb/size) 11=1118/0-5-8 (min.0-1-8),8=2210/0-5-8 (min.0-1-6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-1098/0,2-3=-5666/0,3-4=-5666/0,4-5=-5666/0,5-8=-1190/0 BOT CHORD 9-10=0/5666 WEBS 3-10=-654/0,4-9=-397/0,2-10=0/5734,5-9=0/5734 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 x 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 x 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802 10.2 and referenced standard ANSI/TPI 1. 6)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. PROF 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)800 lb down at 12-0-0,and 800 lb �\� G[NF `siS'j down at 14-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �\ (GN E9 7�. LOAD CASE(S) Standard Q- 8 •5PE r 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-10,1-2=-100,2-5=-100,5-6=100 Concentrated Loads(Ib) OREGON Vert:13=-800(F)14=-800(F) .1_ 4 V4, `'OSEPN RENEWAL DATE: 12/31/2013 March 13,2013 aWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use Design valid for use with MiTek connector plates only This design is based only upon parameters shown,and is for an individual budding component Applicability rt of design parameters and proper incorporation of the component is responsibility of budding designer or owner of the trusses and installer Lateral restraint designations shown on individual web and chord members are for compression buckling only not fomudding stability bracing Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer Additional permanent building stability bracing of the overall structure is the responsibility of the budding designer or owner of the trusses.For general guidance regarding design responsibilities,fabncation,quality control,storage, delivery,erection,lateral restraint and diagonal bracing,consun ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING LLC SBCA at www.sbcindustry.com. • Job 'Truss Truss Type Qty Ply Putte Summer Creek bldg 12 main floor 18501045 B1302220 C-STUB FLOOR 4 Job Reference(optional) Pro-Build Clackamas Truss.Clackamas,OR 97015-1129.Enc Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc Wed Mar 13 18:35:52 2013 Page 1 ID:EgN5AgOtTrNyVMXwygLf2xzm rq2-zJ6XX?hYUwHVNZeH S7DwrIKgmN8CWDMnRFzV?kzbGlb 2-3-8 2-6-0 2-3-8 Scale=1:28.8 3x6= 502 MT18H= 3x8= 2x4 I I 2x4 II 1 2 3 4 53x10= e 4x13= 7 a As 12 308= 11 10 9 5x12 MT18H= 3x8= 3x8= 4x8= 8-1-2 8.1-2 7-10-4 15-5-8 15-8.8 7-10-4 7-7-4 03-0 Plate Offsets(X.Y): (2:0-1-8.Edge].[3:0-2-12.Edge].(5:0-3-0.Edge 06:0-1-8.Edge).17:0-1-8,Edge].19:0-1-8.Edgel.[10:0-1-8.Edge].(12:0-1-8.Edge].[13:Edge-0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.16 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.30 11-12 >605 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES VVB 0.35 Horz(TL) 0.06 9 n/a n/a BCDL 5.0 Code IRC2009/TPI2007 (Matrix) Weight:77 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except BOT CHORD 4 X 2 DF No.1&Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • REACTIONS (lb/size) 9=853/Mechanical,13=836/0-2-0 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1768/0,3-4=-3111/0,4-5=-3111/0,5-6=-1701/0 BOT CHORD 12-13=0/1768,11-12=0/2744,10-11=0/2711,9-10=0/1701 WEBS 4-11=-259/0,3-12=-1053/0,3-11=0/396,5-11=0/431,5-10=-1091/0,2-12=0/438, 6-10=0/453,2-13=-1911/0,6-9=-1852/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"Fix heels only Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PED PRQFt �Nr;INFF�sip9 cr g .5P 1- OREGON 94 " 122014 `OSEPN 0� RENEWAL DATE: 12/31/2013 March 13,2013 t I AWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev 03-11')before use Design valid for use with MiTek connector plates only.This design is based only upon parameters shown,and is for an individual building component.Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer Lateral restraint designations shown on individual web and chord members are for compression buckling only.not forbuilding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication.quality control.storage. delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,05B-89 and BCSI(Budding Component Safety Information)available from CONSULTING LLc SBCA atwwwsbcindustry com Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property ► 4 1 3/4' Center plate on joint unless x,y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury 1MMDimensions are in ft-in-sixteenths. I I (Drawings not to scale) I4 Apand fply ull py lates embed to both sides teeth. of truss 1. Additional stability bracing for truss system.e.g.diagonal or X-bracing,is always required. See BCSl1. 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves may require bracing,or alternative T.I,or Eliminator bracing should be 0-14 6 n 2 3 considered. TOP CHORDS 3. Never exceed the design loading shown and never stack materials on inadequately braced roves. 4 Provide copies of this truss design to the building designer,erection supervisor,property ■UM 4 owner and all other interested parties. � 5 Cut members to bear tightly against each other. o 6 Place plates on each face of truss at each joint and embed fully.Knots and wane at joint O locations are regulated by ANSIITPI 1. ill For 4 x 2 orientation,locate U �� O 7 Design assumes trusses will be suitably protected from the environment in accord with plates 0- 'from outside O 8. Unless s otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. edge of truss. O 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative C7-8 Co-, c5-6 treated,or green lumber BOTTOM CHORDS 10 Camber is a non-structural consideration and is the responsibility of truss fabricator.General This symbol indicates the practice is to camber for dead load deflection. required direction of slots in 8 7 6 5 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. connector Or plates. 12.Lumber edused shall be of the species and size,and in all respects,equal to or better than that P 13 Top chords must be sheathed or purlins provided at spacing indicated on design ' Plate location details available in MiTek 20/20 14 Bottom chords require lateral bracing at 10 ft.spacing,or less,if no ceiling is installed,unless software or upon request. otherwise noted. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 15.Connections not shown are the responsibility of others. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 16.Do not cut or alter truss member or plate without prior approval of an engineer. THE LEFT. 17.Install and load vertically unless indicated otherwise. PLATE SIZE 18.Use of green or treated lumber may pose unacceptable environmental,health or performance CHORDS AND WEBS ARE IDENTIFIED BY END JOINT risks.Consult with project engineer before use The first dimension is the plate 19.Review all portions of this design(front,back,words and pictures)before use Reviewing 4 x 4 NUMBERS/LETTERS. width measured perpendicular pictures alone is not sufficient. to slots.Second dimension is 20.Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. the length parallel to slots. 21.Unless information is otherwise provided to DrJ in writing,the use of these designs presumes approval,through the building designer or owner of the trusses,of the loads and related PRODUCT CODE APPROVALS design assumptions(e.g.spans,profiles,deflection,etc.)found on each of the individual LATERAL BRACING LOCATION design drawings. ICC-ES Reports: 22.These trusses are designed using MiTek Sapphire standard analysis methods in accordance with ANSI/TPI 1 and related proprietary information. �i Indicated by symbol shown and/or ESR-131 1,ESR-1352,ER-5243,9604B, 23.It is extremely important to properly install temporary lateral restraint and diagonal bracing,in �/ accordance with BCSI-B2 or using proprietary methods(e.g.Stabilizer,etc.). by text in the bracing section of the 9730,95-43,96-31,9667A 24.Sheathing applied in the plane of the truss is not considered in the design of the individual truss output. Use T,I or proprietay bracing NER-487,NER-561 components unless specifically noted (e.g.eliminator)if indicated. 95110,84-32,96-67,ER-3907,9432A 25.Graphical purlin representation,if shown,does not depict the size or orientation of the purlin along the top and/or bottom chord.Purlins must be designed by others for size,and positioned in such a way as to support the imposed load along the clearspan of the purlin. BEARING 26.Due to the lateral thrust developed by scissor type trusses,if scissor type trusses are part of this design,careful consideration should be given to bearing wall conditions.Bearing walls of I scissor type trusses should be designed in such a manner that the walls will safely withstand Indicates location where bearings the lateral forces of the trusses.Consideration of these items is not a part of this truss design(supports) occur. Icons vary but and is not the responsibility of the truss plate supplier,the truss designer,nor the truss Ilh=410 reaction section indicates joint ©2011 DrJ Consulting,LLC All Rights Reserved fabricator. Competent professional advice should be secured relative to these items. number where bearings occur. 27.The accuracy of the truss design drawing relies upon accurate metal plate connector design values as published by MiTek and accurate design values for so d sawn lumber Design values(E,Emin,Fb,Fc,Fcp,Ft,and Fv)for solid sawn lumber and approved, grade stamped,fie finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing Industry Standards: agent es approvd by the Board of Review of the American Lumber Standards ANSI/TPII: National Design Specification for Metal Committee in accordance with the latest edition ofANSITPI1 Section 6.3. • Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. DrJ Consulting. LLC Mr:El• BCSI1: Building Component Safety Information, 6300 Enterprise Lane Guide to Good Practice for Handling, CONSULTING LLC Madison, WI 53719 • Installing&Bracing Bracing of f Metal Plate Connected Wood Trusses. . . • , • ' 15-11-0 UNIT BM LOT 46 15-8-8 TRUSS SPAN 1-1/4"X 14 RIM HERE ■ Lo GO 2' "O/C FROM CENTER OF BUILDING O i C-D,RAG380 PL DRAG , W CC co 0 C C Z W-821 Lcici to Qi z _ 0 cc lU 2 USE 2'-0"O/C FRO e44 CENTER OF FIRST `t (� C-SITIB' BP 10 f f I 7"C.-DRAG" BEHIND t CG V tt 3 dt�+pii is � U C2 � h 10-6-0 TRUSSES STUBBED BACK 3-1/2"HERE FOR BEAM UP 10-4-0 PUL TE HOMES BUILDING 12 FIRST FLOOR JOB# B1 302220 . • 15-11-8 1 - _ e PROBUILD CLACKAMAS TRUSS JOB# B 130222 UNIT BA4 2oa P► F nRa G-,APPLIED LOT 46 TO MAIN UPPER GE TRUSSES PER PLAN SPECS o co a 5'X 10' 9 8 FURNACE SPACE e IN TRUSS 6/12 AO A(-2 ) < A03A( 5 ) > HUS-26 o 0 E02 LO2 -0-0 8/ 2 E01 -0-0 LOl • 5-6-8 10-11-8 F _ CENTEX HOMES SUMMER CREEK TOWNHOMES BLDG-12 ROOF 15-4-0 UNIT BM LOT 46 - co FRAMING BY co fn OTHERS 'n co co 1-1/4"x 14"RIM HERE A U f - f A01-A 0 o M g o oc U w M' w ' A 4 i i IIt 1 f O/R O 3 tV 3 d 1-1/4"X 14"RIM _ B3A 1-1/4"X 14"RIM 4-11-8 _I_ 10-11-8 BLDG#12 UPPER FLOOR BLDG 12 UPPER FLOOR PROBUILD#B1302221 2X6 STRONG BACKS ARE STRONGLY RECOMMENED TO CONTROL ANY BOUNCE OR DEFLECTION IN FLOORS