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Plans /14-S 0l (_)o?�� /3(_, .&,1-/ $ ,5z-vt-1atS„ • RECEIVED DEC 1 1 2012 CONSULTING LLC CITYOFTIGARD BUILDING DIVISION DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: B1209539 MiTek 20/20 7.2 Pulte Homes Summer Creek bldg-4 main 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: I5981974 thruI5981988 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. PRQpp �,.c, GINE� `S/C g, 85525PE t' REGON, ',Cc"' 14, G4r122Q� -}�L "OSEPN U RENEWAL DATE: 12/31/2013 October 4,2012 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. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 main 15981974 81209539 Al FLOOR 2 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:07:52 2012 Page 1 ID:l37NXXYWYXphsj870DXOGTzmrnG-OEj4DA3oJTmgME8pF_P1 Qklmun5jZ1 MaTRyW VgyXQ 1 b 1 2-1-2 1 2-6-0 1 1 2-6-6 II 2-5-4 II 2-5-4 H 2-5-1 1 2-5-1 I I 2-7-10 1. Scale=1:57.7 3x4 I I 4x6= 3x4= 4x8= 2x4 I I 3x4= 2x4 I I 4x10= 4x6= 3x18 MT18H FP= 3x6= 2x4 I I 3x6 = 3x4= 3x4 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N 26 25 24 23 22 21 20 19 18 17 16 3x6= 4x8= 4x10= 2x4 I I 4x6= 4x10 = 3x6 FP= 3x8= 3x6= 3x6= 4x4= 8-1-2 8-1-2 8-1-2 35-6-12 I 4-11-10 I 10-1-2 1 12-8-10 I 15-3-12 1 17-11-4 1 20-6-12 1 258-6 I 30-7-2 1 33-6-4 33-a-4 4-11-10 5-1-8 2-7-8 2-7-2 2-7-8 2-7-8 4-11-10 5-0-12 2-11-2 0-{'-0 1-11-83g--R Plate Offsets(X,Y): [2:0-3-8,Edge],[6:0-4-12,Edge],[7:0-1-8,Edge],[10:0-1-8,Edge],[14:0-1-8,Edge],[17:0-1-8,Edge],[19:0-1-8,Edgej,[22:0-1-8,Edge],[24:0-3-12,Edge],[25:0-3-8 ,Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.87 Vert(LL) -0.22 24-25 >974 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.39 24-25 >553 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.06 16 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight:156 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 6-0-0 oc bracing. REACTIONS (lb/size) 26=776/0-4-0 (min.0-1-8),16=622/Mechanical,21=2271/0-5-8 (min.0-1-8) Max Grav26=836(LC 2),16=723(LC 3),21=2271(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2690/0,3-4=-2690/0,4-5=-2820/0,5-6=-2820/0,6-7=-68/1094,7-8=0/3360, 8-9=0/3360,9-10=0/3360,10-11=-215/1535,11-12=-2242/353,12-13=-2242/353, 13-14=-1617/0 BOT CHORD 25-26=0/1553,24-25=0/3071,23-24=-413/1814,22-23=-413/1814,21-22=-1094/68, 20-21=-1535/215,19-20=-1535/215,18-19=-877/1519,17-18=-66/2228,16-17=0/1617 WEBS 8-21=-290/0,2-25=0/1227,4-25=-411/117,4-24=-429/0,7-22=0/763,6-24=0/1240, 10-19=0/679,12-18=-256/0,13-18=-310/16,13-17=-660/179,5-24=-258/0,3-25=-252/0, 14-17=-24/290,6-22=-2051/0,7-21=-2747/0,10-21=-2494/0,11-19=-1685/0, 11-18=0/1043,14-16=-1723/0,2-26=-1716/0 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 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � Q � Q �s 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 ��� ,� G[ � /� be attached to walls at their outer ends or restrained by other means. s,' 8)CAUTION,Do not erect truss backwards. <tr yy ` ' 85 5PE r*** LOAD CASE(S) Standard u,OREGO ,` 4.44" 9+ GL}.12 2. 41` ` OsEPHa . RENEWAL DATE: 12/31/2013 October 4,2012 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.Applicabildy E of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer.Lateral restraint st 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 main 15981975 B1209539 A2 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.Tue Oct 02 15:07:53 2012 Page 1 ID:RepW9ZbPrSBGjBti3L55u6zmmD-sQHSQ W4Q4mvXzOjOpiwGzxr3jBPslRwki5i31 GyXQ 1 a i 2-1-2I 2-6-0 I I 2-4-14 I Scale=1:30.4 3x4= 3x10= 2x4 I1 3x6 = 2x4 H 5x12 MT18H= 3x4 1 2 3 4 5 6 7 3x6= 8 o B - d ® 12 11 ° r 10 9 3x6 = 3x10 = 3x8= 5x12 MT18H= 3x8= 8-1-2 4-11-10 10-1-2 7_)P.4 I 4-11-10 5-1-8 I 5-0-0 I 17-9-102-8-8 0-0-1'4 0-0-12 Plate Offsets(X,Y): 12:0-4-12.Edoel,14:0-2-12.Edoe1.17:0-1-8,EdaeL 110:0-1-8,Edge1,112:0-4-12,Edciel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.28 11-12 >758 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.50 11-12 >419 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.08 9 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight:83 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) 13=969/0-4-0 (min.0-1-8),9=969/0-1-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3297/0,3-4=-3297/0,4-5=-4088/0,5-6=-4088/0,6-7=-2127/0 BOT CHORD 12-13=0/1835,11-12=0/4009,10-11=0/3412,9-10=0/2127 WEBS 4-12=-768/0,6-11=0/731,5-11=-257/0,3-12=-252/0,6-10=-1386/0,7-10=0/564, 2-13=-2028/0,2-12=0/1578,7-9=-2293/0 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)9. 4)This truss is designed in accordance with the 2006 International Building Code section 2306.1 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. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard rip PRO,'k. 'mac, 04G1 x /0 ct 855 -PE 1'1' / 9A u,OREGON\ 4 111. 6012 2- ii= JQSEPN O— RENEWAL DATE: 12/31/2013 October 4,2012 �' 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 Z of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint it 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/rPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Puhe Homes Summer Creek bldg-4 main B1209539 A3 FLOOR 2 1 15981976 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:07:54 2012 Page 1 ID:N 1 wGaFcfN3RyU05Am7ZzXzmrnB-Kdrres52r41 ObYHCNPRW9OGSarN 1 OntwlRdZjyXQ 1Z - 2-5-7 I 2-6-0 1-4-1 Scale=1:20.1 4 2x4 I I 5x12 MT18H= 2x4 I I 2x4 1 I® ® 3 4.. 5 3x6 = 6 4x6=2 7 8 0 ci - e 12 11 10 g 3x6= 3x6= 5x12 MT18H= 4x6= 8-1-2 I 5-3-3 I 10-3-3 I 11-10-4 11-11212 5 3 3 5-0-0 1-7-1 0-0-12 0-0-12 Plate Offsets(X,Y): 12:0-1-8,Edgel,f5:0-2-0,Edacl,16:0-1-8,Edoel,J7:0-1-8,Edgel.f9:0-1-9,Edoel,f10:0-1-8,Edgel,f11:0-2-12,Edael,f12:0-1-9,Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.06 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.15 11-12 >930 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight:55 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.t&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=658/Mechanical,9=658/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1828/0,4-5=-1828/0,5-6=-840/0 1 BOT CHORD 11-12=0/1253,10-11=0/1658,9-10=0/840 WEBS 3-11=0/620,6-10=0/372,6-9=-1032/0,5-10=-882/0,3-12=-1356/0 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)This truss is designed in accordance with the 2006 International Building Code section 2306.1 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 QEDPROre 8552 E r A �,,t, OREGON N. 4/ 126 '1224" ��' ``OsEP% °'' RENEWAL DATE: 12/31/2013 October 4,2012 II f AWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.03-11'1 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 Z of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraintiki 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 main 15981977 B1209539 A4 FLOOR 2 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:07:54 2012 Page 1 — ID:occPCGfYg_pZpylfsugGb9zmrn8-Kdrres52r41ObYH 2N4 RW9OHnauH140twIRdZyXQ1Z 1-10-14 l 1 2 2x4 I I 3 3x4= 4 5 Scale=1:9.4 r _.1 Lillgl%444444ii%wr 7 0 N O N r tri 7 6 8-1-2 3x4= 3x4= 8-1-2 I 4-2-4 4-2-4 Plate Offsets(X,Y): 12:0-1-8,Eduel,14:0-1-8,Edgel,16:0-1-9,Edgel,f7:0-1-9,Ednel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) 0.00 7 **** 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.06 6-7 >774 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2006/TP12002 (Matrix) Weight:20 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 4-2-4 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=233/Mechanical,7=233/Mechanical,6=233/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-7=-258/0,3-6=-258/0 NOTES 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2006 International Building Code section 2306.1 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 4.4 c .�NGIN,E' fo,� 't 855 =PE "- 'p,,.. t,OREGON N 4Q 14, 6012 P\d> JOSEPH ©s RENEWAL DATE: 12/31/2013 October 4,2012 4 f A WARNING-Verify design parameters and read notes on this Truss Design Drawing and included Dr]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 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 structureIIII01/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 ANSIITPI 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 Homes Summer Creek bldg-4 main B1209539 A FLOOR 10 1 15981976 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:07:52 2012 Page 1 ID:k_k9dygoCb3G3Fv2zJjkgazmrn6-oEj4DA3oJTmgME8pF_P1QklIsn61Z0maTRy\ VgyX01b 1 2-1-2 I 2-6-01 12-6-6 II 2-5-4 II 2-5-4 1I 2-5-1 I 2-5-1 I 12-1-10 1 - Scale=1:61.1 4x6 = 3x4 I1 3x4= 4x8= 2x4 H 3x6= 2x4 1 I 4x10= 3x18 MT18H FP= 4x6 = 3x8= 2x4 1I 3x6 = 2x4 I I 4x8 = 3x4 1I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 3x6= 4x8= 4x10= 2x4 II 4x6= 4x12 =3x6 FP= 3x8 = 4x8= 3x6= 4x6= 8-1-2 8-1-2 8-1-2 4-11-10 10-1-2 12-8-101 15-3-12 I 17-11-4 1 20-6-12 25-6-6 30-7-2 35-6-12 35-7-0 4-11-10 5-1-8 2-7-8 2-7-2 2-7-8 2-7-8 4-11-10 5-0-12 4-11-10 0-d-4 Plate Offsets(X,Y): [2:0-3-8,Edge],[6:0-4-12,Edge],[7:0-1-8,Edge],[10:0-1-8,Edge],[15:0-3-8,Edge),[18:0-2-0,Edge],[20:0-1-8,Edge],[23:0-1-8,Edge],[25:0-3-12,Edge],[26:0-3-8 ,Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.22 25-26 >960 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.38 25-26 >562 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.06 17 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight:165 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) 27=754/0-4-0 (min.0-1-8),17=735/Mechanical,22=2400/0-5-8 (min.0-1-8) Max Grav27=834(LC 2),17=820(LC 3),22=2400(LC 1) f FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2681/0,3-4=-2681/0,4-5=-2801/200,5-6=-2801/200,6-7=-39/1487,7-8=0/3746, 8-9=0/3746,9-10=0/3746,10-11=-62/1535,11-12=-2666/293,12-13=-2666/293, 13-14=-2629/0,14-15=-2629/0 BOT CHORD 26-27=0/1549,25-26=0/3057,24-25=-737/1790,23-24=-737/1790,22-23=-1487/39, 21-22=-1535/62,20-21=-1535/62,19-20=847/1656,18-19=0/2965,17-18=0/1543 WEBS 9-22=-292/0,7-23=0/786,6-25=0/1301,10-20=0/785,12-19=-251/0,13-19=-548/0, 13-18=-363/213,14-18=-251/0,15-18=0/1172,5-25=-258/0,4-25=-490/0,3-26=-252/0, 4-26=-405/188,2-26=0/1222,6-23=-2114/0,7-22=-2805/0,10-22=-2779/0, 11-20=-1959/0,11-19=0/1314,2-27=-1711/0,15-17=-1699/0 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 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 1. t) PRoPts 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 . .��GINE�- U be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. GV fr LOAD CASE(S) Standard Q $5PE 9I v OREGON, 4rt 92 6.4*12 `t0'� � �OSEPN 0� RENEWAL DATE: 12/31/2013 October 4,2012 J 4 A WARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.03-11')before use.Design valid for use with MiTek connector plates only.This design is based only upon parameters shown,and is for an individual building component.Applicability , of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint17//// designations shown on individual web and chord members are for compression buckling only,not forbuilding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control,storage, ��f delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 main 81209539 AG-1 FLOOR 2 15981979 2 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Oct 02 15:07:56 2012 Page 1 a ID:BZPIG_igUWRrwjedeRGRlDzmm3-H?zb2Y61MhH5grRbUgTzaaTciOVyVpUA03wjebyXQ1X b}'2_4 4-1-0 31 -1 - 0-1-8 3-11-8 0 2-0 4-1-8 0.1 8-4-8 --_�2 Scale=1:16.3 • 2x4 II 5x8= 1 2 5x8= 3 4 5 IR 1e o N �� L I0 9 HHUS26-2 10 • 8 7 5x8 —2x4 I I 2x4 8-1-2 4-3-12 4_1_p 8-1-2 1:32:01 - -0$ 4 '1 3-11-8 032- a4-0-12 0.1-8 0-0-12 Plate Offsets(XV): (2:0-3-8,0-2-41,[4:0-3-8,0-2-4],f8:0-4-0,0-2-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.24 Vert(LL) -0.07 8 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.11 8 >838 240 BOLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) -0.00 9 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight 82 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4DFStdG REACTIONS (lb/size) 9=968/0-5-8 (min.0-1-8),7=968/0-3-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2893/0,3-4=-2893/0 WEBS 3-8=-400/0,2-8=0/2947,4-8=0/2947,2-9=-786/0,4-7=-786/0 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 0-7-0 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)A plate rating reduction of 20%has been applied for the green lumber members. 4)This truss is designed in accordance with the 2006 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. 7)Use Simpson Strong-Tie HHUS26-2(14-10d Girder,4-10d Truss)or equivalent at 4-3-12 from the left end to connect truss(es)AG-2(2 ply 2 X 6 F) to front face of bottom Intact ¢ PO ts� 8)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard \� �taG(Nr��'7 �Q�; 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Q / r Uniform Loads(plf) Vert:1-5=-100,6-10=-10 Concentrated Loads(Ib) / Vert:8=-1000(F) .i. `,OREGON q 4," 14, 60,12 2. -}/` `bs>EpN 4� RENEWAL DATE: 12/31/2013 October 4,2012 1 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 l it 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, �1 delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and SCSI(Building Component Safety Information)available from CONSULTING SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 main B1209539 AG-2 FLOOR 2 15981980 8-1-2 2 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:07:57 2012 Page 1 ID:5yX2ggkx08hZ91nOmsJvNezmrnl-IBXzGu7w77Py 7O12X?C7n0oCog6EREJcjgHA2yXQ1W n-1-8 1 3-7-0 2x4 1) 81-2 0-1-8 3-5-8 1 2 4x4= -1-8 3 4 Scale=1:9.3 w III ■ N ■ 8 7 4x4= W, 9 6 8-1-2 r' 2x4 11 d8-1 -2 180-- 1 2-0-0 I 3-7-0 8-8 -1-81110-8 1-7-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.13 Vert(LL) -0.01 6-7 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.01 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:36 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G _ REACTIONS (lb/size) 6=641/0-2-0 (min.0-1-8),7=567/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)This truss is not designed to be used as a floor truss. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 7)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPi 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 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 be attached to walls at their outer ends or restrained by other means. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)800 lb down at 2-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 0 P R Orts � `� LOAD CASE(S) Standard0,01N44„ �¢4, 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) 855 , le— Vert:1-4=-100,5-8=-10 ':' Concentrated Loads(Ib) Vert:9=-800(F) .A a,OR GON N. 4d, 1, 641'122°-‘ .- JasEPN 0 RENEWAL DATE: 12/31/2013 October 4,2012 r " 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 itii 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,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 Homes Summer Creek bldg-4 main 91209539 AG-3 FLOOR 2 15981981 8-11 _ 2 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Oct 02 15:07:57 2012 Page 1 ID:VXDBJhmpJ3480UWaR?sc?Gzmrn IBX Gu7w7?PyS?On2X?C7n0p5otaERGJcjgHA2yXQ1W 0.1.8 2-10-0 2x4 7120�-3 1 2 2-8-8 1-8 4x4= 3 4 Scale=1:9.3 N 7 II :M: 6 7 9 10 iM4 8-1-2 2x4 I I 4x4= 8-1-2 Q-1-81 1-0-0 2-4-0 2-10-0 11-1 0.1-8 0-10-8 1-4-0 0-6-0 6-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.01 6-7 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.01 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IRC2006/TP12002 (Matrix) Weight 29 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4DFStdG _ REACTIONS (lb/size) 6=740/0-5-8 (min.0-1-8),7=585/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)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 2006 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. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)500 lb down at 1-0-0,and 500 lb down at 2-4-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 e-.9,5) PR arts Uniform Loads(plf) s Vert:1-4=-100,5-8=-10 \� ti��)���A? fQt Concentrated Loads(Ib) Gt,r� Vert:9=-500(F)10=-500(F) Q 8552 E { 12:4 OREGON40,44.114/ '11'12 255\ 4-4° % O� RENEWAL DATE: 12/31/2013 October 4,2012 I 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 A 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 CONSULT/NG LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 main 15981982 B1209539 AG FLOOR 2 2 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:07:56 2012 Page 1 8-1-2 ID:RwKxkNo3rgKsFogzZQu44hzmrrny-H?zb2Y61MhH5grRbUgTzaeTbB0P6VtGA0 mbyX01X 3-7-8 7-11-4 I 12-3-0 15-10-8 6 1-2 3-7-8 4-3-12 4-3-12 3-7-8 Scale=1:26.9 2x4 11 4x4 = 4x8= 1 2 4x8 = 3 4x4 = 4 5 1 . 0 12` 11 10 9 5x8= EY 2x4 II 5x8= 4x8 = HHUS26-2 2x4 II 8-1-2 8-1-2 3-7-8 I 7-11-4 12-0-8 1 -3r70 15-10-8 3-7-8 4-3-12 4-1-4 0-2 8 3-7-8 Plate Offsets(X,Y): 12:0-2-12,0-1-121,13:0-1-12,0-2-01,15:0-1-12,0-2-01,16:0-2-12,0-1-121,f9:0-3-8,0-2-81,111:0-3-8,0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.22 9-10 >813 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.39 9-10 >465 360 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight:154 lb FT=10% LUMBER BRACING TOP CHORD 2 X 4 DF 2400F 1.7E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 6 DF No.2 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) 12=1085/0-5-8 (min.0-1-8),8=1654/0-5-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-1022/0,2-3=-3612/0,3-4=-5577/0,4-5=-5577/0,5-6=-5425/0,6-8=-1480/0 BOT CHORD 10-11=0/3612,9-10=0/5425 WEBS 3-11=-777/0,4-10=-417/0,5-9=-400/0,2-11=0/3711,3-10=0/1996,6-9=0/5574 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 0-7-0 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)A plate rating reduction of 20%has been applied for the green lumber members. 4)This truss is designed in accordance with the 2006 International Building Code section 2306.1 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. 7)Use Simpson Strong-Tie HHUS26-2(14-10d Girder,4-10d Truss)or equivalent at 12-0-8 from the left end to connect truss(es)A06(2 ply 2 X 6 DF) to front face of bottom chord. R0) PROpe 8)Fill all nail holes where hanger is in contact with lumber. �`Co NG{NE s/0 LOAD CASE(S) Standard 11,r 9 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Q 85 SPE. t' Uniform Loads(plf) Vert:8-12=-10,1-2=-100,2-6=-100,6-7=-100 Concentrated Loads(Ib) Vert:9=-1000(F) �� v OREGON 4// '42 G4"12 2 V `'nsEpN 0- RENEWAL DATE: 12/31/2013 October 4,2012 * t 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 E of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint it 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, CONSULTING delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTINGLLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 main 15981983 B1209539 Cl FLOOR 12 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Enc Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:07:58 2012 Page 1 ID:RBsMIB?kruTRoPTE2Ui3GGzmrmh-Do4LTD8ZuJXp49bzcFWRg?YxgCB7zn8TrNPgiUyXQl V I 2-3-8 I I 2-6-0 1-0-8 1 i Scale=1:19.9 5x12 MT18H= 3x6 = 2x4 H 5x8= 3x6= 13x6 = 2 3 4 5 to m • ___________ \ 0 (L6X�dS 9 3x4 = 8 3x8= 5x12 MT18H= 5x8= 8-1-2 8-1-2 7-10-4 111-9-0 11_�1 -0 7-10-4 3-10-12 0-1-0 Plate Offsets(X,Y): 12:0-1-8,Edgel,f7:0-3-8,Edgel,f8:0-2-0,Edoel,f9:0-1-8,Edoel,f10:Edae,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.06 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.16 8-9 >884 360 MT18H 220/195 BOLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code IBC2006/TP12002 (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 4X 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=-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 joint(s)7,10. 4)This truss is designed in accordance with the 2006 International Building Code section 2306.1 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 Rti0 PRpfits� mac.`. �N,GtN�FR lO, , c"' 8552 . 17_ 9..t v •RE INN,,,, 4,4- 1,1/ ,14, ' 12 2S' 4• `'OSEpN 0- RENEWAL DATE: 12/31/2013 October 4,2012 • 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 of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraintEmlifil 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 CONSULT/NQ LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 main 15981984 81209539 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.Tue Oct 02 15:07:58 2012 Page 1 ID:Oa_7jt1_NWI91jddAvkYLhzmrmf-D04LTD8ZuJXp49bzcFWRg?YweCCBzmpTrNPgiUyXQ1 V I 2-7-12 2-6-0 2-4-12 Scale=1:17.8 5x12 MT18H= 2x4 11 5x12 MT18H= 1 11 2x4 I I 2 2x4 3 4 5 6 - a 0 N 9 9 0 y � 8 7 3 40- 5x12 MT18H= 3x6= 3x4= 8-1-2 8-1-2 I 2-9-4I 5-4-0 1 10-5-0 1g1-38j- 2-9-4 2-6-12 5-1-0 � Plate Offsets(X,Y): [7:0-1-8,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 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 IBC2006rTPI2002 (Matrix) Weight:47 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=583/Mechanical,9=566/0-2-0 (min.0-1-8) Max Grav7=979(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=-2435/0,3-4=-2435/0,4-5=-934/934 BOT CHORD 8-9=0/2106,7-8=0/2031 WEBS 2-8=-696/1408,4-8=-615/1486,2-9=-2314/0,4-7=-2164/0 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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 6)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)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 10-5-12 for 380.0 plf. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ,to PROpto Qk, 85 PE r, :L v OREGON,1 4.' 14, ((ti'12 2.1 :iA. `/OSEP40- RENEWAL DATE: 12/31/2013 October 4,2012 4 f 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 of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraintElk/ 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 main 15981985 B1209539 C FLOOR 20 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Oct 02 15:07:58 2012 Page 1 ID:EgNSAgOtTrNyVMXwygLf2xzmrq2-D04LTD8ZuJXp49bzcFWRg?YxIC9ozofTrNPgiUyXQ1 V 1 2-3-8 I I 2-601 2-3-8 I Scale=1:26.4 3x6= 3x6= 3x8 = 2x4 I1 3x6= 1 2 3 4 5 3x8= 6 3x6 = 7 e n, 00000•000001111111 —.11iiiiiiiiiiiiiiii...._ 0 N te e e ®0 B 11 3x8= 10 9 8 3x8= 3x6= 3x8 = 3x8= 8-1-2 8-1-2 7-10-4 15-8-8 7-10-4 I 7-10-4 Plate Offsets(X,Y): 12:0-1-8,Edael.13:0-2-4,Edoe1,15:0-2-4,Edae1,16:0-1-8,Edoel,18:0-3-8,Eduel,19:0-1-8,Edael,M1:0-1-8,Edoe],(12:0-3-8,Edae] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.17 10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.31 10-11 >586 360 BOLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.06 8 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (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 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 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 ' PROj �Cj . 1yG11NE o 44, le Q' 85 PE r- t - ;i OREGON,� 40. '74, 64y12 `LO'` A. JosEpN Oi RENEWAL DATE: 12/31/2013 October 4,2012 - tt AWARNING-Verifydesign 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 „art 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, TI 2 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. 41111.111111. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 main 15981986 B1209539 C-DRAG FLOOR 2 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:07:59 2012 Page 1 ID:kXn0ma47B2LS8UVazSKj2lzmrma-haekhZ8BfcfghJA9Ay1 gCC527bTwi9Kc4190EwyXQ 1U - I 2-3-8 I 2-6-0 2-3-8 I Scale=1:28.4 2x4 I I 3x8= 2x4 II 3x8= 2x4 II 4x10 = 4x10= 1 2 3 �0q4 5 6 7 Lh — � _ m o N oTHO 40 10 9 8 3x6= 4x10= 3x10= 4x10= 3x6= 8-1-2 8-1-2 I 2-9-8 I 7-10-4 I 12-11-0 15-8-8 2-9-8 5-0-12 5-0-12 2-9-8 Plate Offsets(X,Y): fl:Edae,0-1-81,f3:0-3-12,Edgel,F5:0-3-12,Edoe1,F7:0-4-8,Edael LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.10 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.60 Vert(TL) -0.19 9-10 >795 360 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.05 8 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (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 6-0-0 oc bracing, Except: 10-0-0 oc bracing:8-9. REACTIONS (lb/size) 12=-344/4-2-0 (min.0-1-8),8=607/0-2-0 (min.0-1-8),11=1423/4-2-0 (min.0-1-8) Max Horz12=-126(LC 2) Max Upliftl2=-1307(LC 7),8=-138(LC 8),11=-67(LC 8) Max Grav12=868(LC 8),8=911(LC 7),11=1991(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-862/1308,7-8=-903/145,1-2=-1733/3100,2-3=-864/2231,3-4=-3103/1172, 4-5=-2130/295,5-6=-2417/770,6-7=-1858/309 BOT CHORD 11-12=-3767/3767,11-13=-2858/2120,10-13=-2858/3445,9-10=-1046/3104 WEBS 4-10=-276/0,2-11=-317/0,6-9=-292/0,3-11=-2546/436,3-10=-455/1817, 5-10=-1027/784,5-9=-1240/691,1-11=-3455/1978,7-9=-439/2113 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 1307 lb uplift at joint 12,138 lb uplift at joint 8 and 67 lb uplift at joint 11. 5)This truss is designed in accordance with the 2006 International Building Code section 2306.1 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 4-2-0 for 1432.5 plf. � 0fies� 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 8)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement CCS GINE / at the bearings.Building designer must provide for uplift reactions indicated. �� �i� �� 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 . ,„ be attached to walls at their outer ends or restrained by other means. PE LOAD CASE(S) Standard L 44. 1✓OREGO q 40 9,L 6.0'12 t $''' `'Os'EpN o) RENEWAL DATE: 12/31/2013 October 4,2012 • 11 AWARNING-Verifydesign 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 from CONSULTING LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 main 15981987 B1209539 CG FLAT 4 2 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 Mack Industries,Inc.Tue Oct 02 15:08:00 2012 Page 1 8-1-2 ID.SVavpl8FOa_kEFOYI?wulozmrmV-9mC6uv9pQwnXJTIMjgYvlQeBe7o?Rgppl hhuxnNyXQ1T 1 5-3-7 10-5-1 15-6-6 8-�-2 5-3-7 5-1-11 5-3-7 Scale=1:27.2 2x4 I I I�� I�� I2x4 I I 4x8= 1 4x8= X 2 X X I/VI 3 Vel X 4 o — N O O ®r• 7 6 4x8 = 9 10 ��L 2x4 II 4x8= 2x4 II 8-1-2 8-1-2 I 5-3-7 I 10-5-1 12-0-0 14-0-0 I 15-8-8 I 5-3-7 5-1-11 1-6-15 2-0-0 1-8-8 Plate Offsets(X,Y): 11:Edne,0-1-81,14:Edge,0-1-81,[6:0-3-8,0-1-81,17:0-3-8,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.70 Vert(LL) -0.32 6 >572 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.57 6 >327 240 BCLL 0.0 Rep Stress lncr NO WB 0.47 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:140 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(4-8-11 max.):1-4, except end verticals. BOT CHORD 2 X 6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G*Except* W2:2x4DFNo.1&BtrG REACTIONS (lb/size) 8=1114/0-5-8 (min.0-1-8),5=2182/0-5-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ' TOP CHORD 1-8=-1082/0,1-2=-5881/0,2-3=-5881/0,3-4=-5881/0,4-5=-1164/0 BOT CHORD 6-7=0/5881 WEBS 2-7=-653/0,3-6=-423/0,1-7=0/5946,4-6=0/5946 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 2006 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. O PRQ 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 R �� be attached to walls at their outer ends or restrained by other means. `Co NGINE fi, sO/ 9)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 fo ¢r down at 14-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8552 f LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 / Uniform Loads(plf) Vert:5-8=-10,1-a=-100 .$14 �REG f N ,�, Continued on page 2 1+ til '12 24'��r�f.. 4/08E1314O _ RENEWAL DATE: 12/31/2013 October 4,2012 r '" 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 ft' 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/7P11,DSB-89 and BCSI(Building Component Safety Information)available from SBCA at wwwsbcintlustry.com. CONSULTING LLC Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 main 15981987 81209539 CG FLAT 4 2 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:08:00 2012 Page 2 ID:5Vavp18F0a_kEFOYI?wulozmrmV-9mC6uv9pQwnXJTIMjgYv)QeBe?o?RgplJhuxnNyXQ 1 T " LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-800(F)10=-800(F) . t f 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 of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraintEt(' 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 main 15981988 B1209539 C-STUB FLOOR 4 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:08:00 2012 Page 1 ID:EgN5AgOtTrNyVMXwygLf2xzmrq2-9mC6uv9pQwnXJTIMjgYvIQeHE?rLRIDIJhuxnNyXQ1 T I 2-3-8 I I 2-6-0 I I 2-3-8 l Scale=1:26.2 3x6= 3x6= 3x8= 2x4 II 2x4 I I 1 2 3 4 6 3x10= 3x6= 6 78 m ® ° 1 N py r - _ B e 43 ® e 12 3x8= 11 10 9 3x8= 3x6= 3x10 = 3x6 = 8-1-2 8-1-2 I 7-10-4 15-5-8 1 -e- 7-10-4 7-7-4 -3-� Plate Offsets(XX): 12:0-1-8,Edcie],[3:0-2-12,Edoel,15:0-2-0,Ednel,16:0-1-8,Edael,17:0-1-8.Edge],[9:0-1-8,Edoel.f10:0-1-8,Edoel,f12:0-1-8,Edge],[13:0-3-8.Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.16 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.31 11-12 >597 360 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.06 9 n/a n/a BCDL 5.0 Code IBC2006/TP12002 (Matrix) Weight:73 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. I 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 (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=-1696/0 BOT CHORD 12-13=0/1768,11-12=0/2744,10-11=0/2711,9-10=0/1696 WEBS 4-11=-258/0,3-12=-1053/0,3-11=0/396,5-11=0/432,5-10=-1095/0,2-12=0/438, 6-10=0/453,2-13=-1911/0,6-9=-1847/0 NOTES 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 4)This truss is designed in accordance with the 2006 International Building Code section 2306.1 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 �cOPROre<Le 17 8 -2 PE 1" OREGON., &/ 1L6.0122.\ 4 `'OSEp % Q RENEWAL DATE: 12/31/2013 October 4,2012 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 ifili/N 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/IP!1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING LLC SBCA at www.sbcindustry.com. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 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 MEE Dimensions are in ft-in-sixteenths. I I (Drawings not to scale) �� Apply plates to both sides of truss 1. Additional stabilitybracingforusss tem, dia onalor and fully embed teeth. system,e.g. 9 X-bracing,is always required. See BCS11. 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral O 1/1 „ braces themselves may require bracing,or alternative T,I,or Eliminator bracing should be 6 1 2 3 considered. TOP CHORDS 3. Never exceed the design loading shown and never stack materials on inadequately braced AllElnErtrusses. 4. Provide copies of this truss design to the building designer,erection supervisor,property 111 MIAir owner and all other interested parties. p5. Cut members to bear tightly against each other. O 11131111113ESIMMIML\11111111chl p 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint locations are regulated by ANSI/TPI 1. For 4 x 2 orientation,locate = O 7. Design assumes trusses will be suitably protected from the environment in accord with plates 0-14o' from outside U ANSI/TPI 1. O 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 C7-8 C6-7 C5-6 I- 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. of slots in 8 7 6 5 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. MIMIIIIIII connector required direction plates. 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that 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. PLATE SIZE THE LEFT. 17.Install and load vertically unless indicated otherwise. 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 plate19.Review all portions of this design(front,back,words and pictures)before use.Reviewing 4 x 4 width measured perpendicular NUMBERS/LETTERS. 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. "'J. Indicated by symbol shown and/or by text in the bracing section of the ESR-1311,ESR 1352,ER 5243,96048, 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.). 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 scissor type trusses shouts 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 ©2011 DrJ Consulting,LLC All Rights Reserved and is not the responsibility of the truss plate supplier,the truss designer,nor the truss 411 Al, reaction section joint g fabricator. Competent professional advice should be secured relative to these items. MIlLmmill number where bearings indicates joint 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. 10-71.1,111 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 Industry Standards: S 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 ANSI/TPI1: National Design Specification for Metal Committee in accordance with the latest edition of ANSITPl1Section 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 offMetal Plate Connected Wood Trusses. Eft CONSULTING LLC DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: 81209540 MiTek 20/20 7.2 Pulte Homes Summer Creek bldg-4 upper 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: I5982112 thruI5982125 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. A�,'to PROp S eyG1�lEF'4 4 OREGON., kr 14. 60'12 `Z4\ 41 ` 0SEMA p RENEWAL DATE: 12/31/2013 October 4,2012 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. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 upper 15982112 B1209540 Al FLOOR 4 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:15:49 2012 Page 1 ID:eOJsMJj3DtJPcfEfrS 1jb?zIEOu-w?2PKHq?zOt_4Y5VigSuFKZIy3sjgilo98?FkhyXPw8 - OF8-1$ 2-6-0 II 1-10-8 111-4-0 II 1-6-0 1 1-6-0 1 1 2-4-7 11 2-7-9 1 1 1-11-12 1 oF66, Scale=1:58.8 3x8= 4x8= 4x10 = 3x6 FP= 2x4 II 3x4 11 2x4 II 4x6 = 2x4 11 3x4= 2x4 II 3x6 FP= 3x4 II 4x10 = 2x4 11 4x8 = 2x4 II 5x12 MT18H= 5x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 II/ \�_/ i 1-11-12 32 31 30 29 28 27 26 25 24 23 22 21 20 3x6 = 4x10 = 2x4 II 3x4 = 4x8 = 4x8= 4x10= 3x6 FP= 4x12 = 2x4 11 3x6= 3x4 11 5x12 MT18H= 812 81 'Hi I 3-7-4 1 5-7-4 16-11-4 1 10-0-12 1 17-9-11 25-9-12 1 27-9-8 1 32-11-0 7-�1 35-9-8 1 3-7-4 2 1 1-11-12-0-0 1-4-0 3-1-8 7-8-15 8-0-1 5-1-8 0-8-8 2-0-0 0-2-0 Plate Offsets(X,Y): [1:Edge,0-1-8],[2:0-2-8,Edge],[4:0-1-8,Edge],[5:0-1-8,0-0-0],[8:0-1-8,Edge],[15:0-1-8,Edge],[16:0-1-8,0-0-0],[19:0-3-0,Edge],[22:0-1-8,Edge],[23:0-1-8 ,Edge),f27:0-1-8,Edge1,128:0-1-12,Edgel,129:0-1-8,Edge1,130:0-1-8,Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.27 28-29 >801 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.42 28-29 >500 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.05 20 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight:156 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. W6:4 X 2 DF No.1&Btr G REACTIONS All bearings 0-4-0 except(jt=length)26=0-5-2. (Ib)- Max Gray All reactions 250 lb or less at joint(s)except 32=842(LC 2),26=2253(LC 1), 20=744(LC 3),20=657(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2163/0,3-4=-2163/0,4-5=-2957/0,5-6=-2957/0,6-7=-2845/0,7-8=-2845/0, 8-9=-1852/435,9-10=-1852/435,10-11=0/3171,11-12=0/3174,12-13=-1719/666, 13-14=-1719/666,14-15=-1719/666,15-16=-2395/66,16-17=-2395/66,17-18=-532/0, 18-19=-532/0 BOT CHORD 31-32=0/694,30-31=0/2957,29-30=0/2957,28-29=0/3060,27-28=-435/1852, 26-27=-1123/143,25-26=-1317/340,24-25=-1317/340,23-24=-66/2395,22-23=-66/2395, 21-22=0/1799 WEBS 8-27=-731/0,13-24=-259/25,15-24=-1250/0,11-26=-292/0,19-20=-776/0, 3-31=-267/15,4-31=-895/4,17-22=-220/643,17-21=-1368/0,19-21=0/966,8-28=0/1231, 6-29=-163/472,6-28=-438/0,2-32=-1094/0,2-31=0/1586,10-27=0/2025, 10-26=-2580/0,12-26=-2549/0,12-24=0/1706 NOTES 1)Unbalanced floor live loads have been considered for this design. ' o PRO 2)All plates are MT20 plates unless otherwise indicated. ��( � r�r�� 3)A plate rating reduction of 20%has been applied for the green lumber members. C NGINE-k !� 4)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. c.4..., {G .' 5)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 7 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 855 PE be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard .p4 „,OREGO4,, it ti �"12 2 \ -d- tiOSEpvk 'Cr. RENEWAL DATE: 12/31/2013 October 4,2012 . t 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 Eilli 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/7P11,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING SBCA at wwwshcindustry.com. CONSULTING LcC Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 upper 15982113 B1209540 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.Tue Oct 02 15:15:45 2012 Page 1 ID:aORdn?kJIUZ7syOtat3BgQzlEOs-2EouUvnUwoMZbwojTgOy5U0gPSUBuunC 1 bwyXPwC 18-5-0 3-2-4 I 6-4-8 7-8-8 11-8-8 I 15-8-8 --� - 3-2-4 3-2-4 1-4-0 4-0-0 4-0-0 Scale=1:27.2 . 1 1-4-0 2x4 II 4x10 = 3x6= 2x4 II 5x10= 2x4 II 1 2 3 4 5 6 e o 'I .ir — e o oII /o e U e e vQ 14 15 12 16 11 a 10 9 5x8= 8 4x8= 2x4 I I 8x8= 2x4 I1 2x4 I I 4x66= HUS26 18-5-0 18-5-0 1-4-0 2-8-0 13-2-4 13-10-0 1 6-4-8 7-8-8 11-8-8 1 15-8-8 I 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(XX): 12:0-4-8,0-1-121.[3:0-2-12,0-1-81.15:0-5-0,0-1-12),[9:0-3-8,0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.30 10 >611 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.53 9-10 >349 240 BOLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.07 7 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (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 3-11-0 oc purlins, except BOT CHORD 2 X 6 DF 2400F 2.0E*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 REACTIONS (lb/size) 13=2869/0-4-0 (min.0-1-8),7=1327/0-4-0 (min.0-1-8) . FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-9093/0,3-4=-7962/0,4-5=-7962/0 BOT CHORD 13-14=0/7944,14-15=0/7944,12-15=0/7944,12-16=0/7944,11-16=0/7944,10-11=0/8007, 9-10=0/7962,8-9=0/4807,7-8=0/4807 WEBS 4-9=-464/0,3-10=-1275/0,2-12=0/1321,2-13=-8208/0,5-9=0/3405,3-11=0/1978, 2-11=0/1228,5-7=-4929/0 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 0-5-0 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)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. . Q PROF+s 6)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4 fi 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 `CO� �N331N R�/Q, be attached to walls at their outer ends or restrained by other means. 1.1._ 8)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 3-10-0 from the left end to connect 9 truss(es)BEAM(1 ply 2 x 4 DF) to front face of bottom chord. Q JJPE 9)Fill all nail holes where hanger is in contact with lumber. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)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 A- ,/OREGON N. �� !! rt '� Continued on page 2 ��`/OS P- 0 RENEWAL DATE: 12/31/2013 October 4,2012 . 1 f 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 A 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 ANSUTPI 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 Homes Summer Creek bldg-4 upper 15982113 B1209540 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.Tue Oct 02 15:15:45 2012 Page 2 ID:aORdn?kJIUZ7sy01 at3BgQzIE0s-2EouUvnUwoMZbwojTgQy5UOgPSUBuunCEX12bwyXPwC LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-13=-10,1-6=-100 Concentrated Loads(Ib) Vert:14=-500(F)15=-500(F)16=-1500(F) r A WARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.03-11')before use.Design #01 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, �f 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 Homes Summer Creek bldg-4 upper B1209540 A2 FLOOR 15982114 4 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Oct 02 15:15:50 2012 Page 1 ID:XnZN BgmaH6pr5GXQiH6fIrzIEOq-OBcnXdrdkK?ringhGN_7oX5V8TAJZBtxNolpH7yXPw7 l 0-10-4 1 2-6-0 11 1-10-8 11 1-4-0 i 1 1-4-8 I 1 1-4-8 i 2-5-4 1 Scale=1:30.7 • 2x4 H 4x8 = 2x4 I I 4x8= 2x4 H 4x6= 3x6= 2x4 11 5x12 MT18H= 4x8= 1 2 3 4 5 6 7 8 9 10 ®® - I. �- e l N e e e e - 1 18 17 16 15 14 13 124x8= 1' 4x4= 4x12= 2x4 H 4x6= 3x4= 2x4 H 5x12 MT18H= 2x4 11 8-1-2 8-1-2 1 3-7-4 5-7-4 6-11-4 8-6-0 1 10-0-12 11-3-12 12-8-4 I 15-2-4 17-9-11 17-1 P-8 3-7-4 2-0-0 1-4-0 1-6-12 1-6-12 1-3-0 1-4-8 2-6-0 0-d-13 Plate Offsets(X,Y): [2:0-3-8,Edge],[4:0-1-8,Edge],[5:0-1-8,0-0-01,[6:0-1-8,Edgej,[7:0-1-8,Edge],[9:0-1-8,Edge],[10:0-1-8,Edge],[11:0-1-8,Edge],[12:0-1-8,Edge],[13:0-5-0,Edge] 115:0-1-8,Edge],116:0-1-8,Edge],117:0-1-8,Edgel,118:0-5-4,Edgel,119:Edge,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.69 Vert(LL) -0.33 15-16 >641 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.58 15-16 >366 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code IBC2006/TP12002 (Matrix) Weight:93 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 5-10-1 oc purlins, except BOT CHORD 4 X 2 DF 2400F 1.7E end verticals. ' WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 19=976/0-4-0 (min.0-1-8),11=976/0-1-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2551/0,3-4=-2568/0,4-5=-3741/0,5-6=-3741/0,6-7=-4196/0,7-8=-3484/0, 8-9=-3484/0,9-10=-2119/0 BOT CHORD 18-19=0/928,17-18=0/3741,16-17=0/3741,15-16=0/4196,14-15=0/4111,13-14=0/4111, 12-13=0/2119 WEBS 10-11=-964/0,9-13=0/1468,9-12=-832/0,10-12=0/2288,4-18=-1380/0,2-18=0/1775, 2-19=-1331/0,4-17=0/253,8-13=-265/0,7-13=-675/0,6-16=-755/112 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)11. 5)This truss is designed in accordance with the 2006 International Building Code section 2306.1 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. 8)CAUTION,Do not erect truss backwards. �Q PRO LOAD CASE(S) Standard ��`co �G]NE `6'60 • 4 : 5 •E c- / � . OREGON,� ,it14/ir G4y12 ? ,;-} `'asEPN Q0 RENEWAL DATE: 12/31/2013 October 4,2012 1r 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 designations shown on individual web and chord members are for compression buckling only,not forbuilding stability bracing.Additional temporary restraint/ mijk 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Puke Homes Summer Creek bldg-4 upper B1209540 A03 FLOOR 2 15982115 2 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Enc Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:15:46 2012 Page 1 18-5-0 ID:xMEWgioSalBQykG7NQfMNUzIEOn-WQMGiFo6h5UPD4Nw1XvBdhxwSraeLTBnb8My XPwB 4-2-8 8-5-0 ' 4-2-8 4-2-8 Scale=1:16.2 4x6 = 1 2 4x6= 32x4 H 4 5 o e e 400 HHUS26-2 7 9 6 4x12 = 2x4 11 2x4 II 18-5-0 18-5-0 I 4-0-8 q -O 2- 54 0 8-5-0 4-0-8 0-2 1-1-8 3-1-0 Plate Offsets(XX): 12:0-1-12,0-2-01.I4:0-1-12,0-2-01.I7:0-6-0,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.07 6-7 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.13 6-7 >708 240 BOLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IRC20061TPI2002 (Matrix) Weight:81 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 6 DF No.2 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 (Ib/size) 8=1241/0-5-8 (min.0-1-8),6=1477/0-5-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-1091/0,2-3=-4076/0,3-4=-4076/0,4-6=-1091/0 WEBS 3-7=-351/0,2-7=0/4163,4-7=0/4163 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 0-7-0 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)A plate rating reduction of 20%has been applied for the green lumber members. 4)This truss is designed in accordance with the 2006 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. 7)Use Simpson Strong-Tie HHUS26-2(14-1Od Girder,4-1Od Truss)or equivalent at 4-0-8 from the left end to connect truss(es)A04(2 ply 2 X 6 DF) to front face of bottom chord. ��R�(, fl��s� 8)Fill all nail holes where hanger is in contact with lumber. C?`CJ NGIN �' % 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)800 lb down at 5-4-0 on bottom fr .r�A. chord. The design/selection of such connection device(s)is the responsibility of others. Q 855 _ E r LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Veil:6-8=-10,1-2=-100,2-4=-100,4-5=-100 'Ph OREGON N._g Continued on page 2 14 &L>°12 2c'‘ .P `'os£pN 4 RENEWAL DATE: 12/31/2013 October 4,2012 ' t f 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 restraintEiligil 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/IPI 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 Homes Summer Creek bldg-4 upper B1209540 A03 FLOOR 2 15982115 2 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Enc Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:15:46 2012 Page 2 I D:xME WgioSal BQykG?NQfMNUzIEOn-WQMGIFo6h5UPD4Nw1 XvBdhxwSrrOdTNLTBnb8MyXPwB LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=-1000(F)9=-800(F) 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 Milk 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 ac SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 upper 15982116 B1209540 A3 FLOOR 2 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:15:50 2012 Page 1 ID:tkMGFOgj6eRBB1 QNUrhgSvzIE01-OBcnXdrdkK?ringhGN_7oX5d4TLrZMwxNolpH7yXPw7 1-9-10 1 2 2x4 H 3 354 = 4 2x4 II Scale=1:9.4 I. 0 lV 'i 1' 16 IMI \MI A'‘'6 '.2' 18-5-0 3x4= 3x4= 18-5-0 3-10-8 3-10-8 Plate Offsets(X,Y): [2:0-1-8,Edgel,[4:0-1-8,Edael,f6:0-1-8,Edciel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) 0.00 6 **** 480 MT20 220/195 TCDL 10.0 Lumberincrease 1.00 BC 0.11 Vert(TL) -0.05 5-6 >911 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2006/TP12002 (Matrix) Weight 19 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 3-10-8 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) 6=222/Mechanical,5=205/0-4-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2006 International Building Code section 2306.1 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 O PRO GV ✓ Q855 855 `E �" • /1. v OREr.N N 4,- 14, 64 @1, 64 220,E -1-,` tIOSEpH 0 RENEWAL DATE: 12/31/2013 October 4,2012 . I 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 rt of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint ta / 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 i�IhV Q LLC w SBCA at ww.sbcindustry.com. 7 I' Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 upper 15982117 B1209540 A04 FLOOR 2 2 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:15:46 2012 Page 1 18-5-0 ID:g7U0f4rzdFisRLamcFklXKzIEOj-WQMGiFo6h5UPD4Nwl XvBdhxwyr_PdYULTBnbBMyXPwB 1 3-8-8 8 3-8-8 1 2 4x4 = 3 2x4 11 4 Scale=1:9.4 2x4 11 7 6 5 *111' 18-5-0 4x4= 18-5-0 I 3-8-8 3-8-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.08 Vert(TL) -0.00 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:35 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except BOT CHORD 2 X 6 DF No.2 end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - REACTIONS (lb/size) 7=345/Mechanical,5=381/0-5-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)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 2006 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 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) • Vert:5-7-110(F=100),1-2=-100,2-3=-100,3-4=-100 Okt° P O , . iJGtN - /0 qtr if. Q 855 ,PE r" v OREGON, A 1, 60'12 2-( .41/-N `OSEPN O� RENEWAL DATE: 12/31/2013 October 4,2012 A WARNING-Verify design parameters and read notes ong this Truss Design Drawing and included DrJ Reference Sheet(rev.03-11')before use.Design valid for use with MiTek connector plates ony.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 restraintEk/ 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 upper 15982118 B1209540 A06 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.Tue Oct 02 15:15:47 2012 Page 1 18-5-0 ID:Ei991wA4QIoILHOH?9yzIE0g-_cwfvbplSPdGrEyvTOvFAfMoHVf�c 9goyXPwA 3-2-4 I 6-4-8 7-8-8 11-1- 15-8-88-8 15-8-8 3-2-4 3-2-4 1-4-0 4-0-0 4-0-0 Scale=1:27.2 1-4-0 2x4 II 4x10 = 3x6= 2x4 II 5x10= 2x4 II 1 2 3 4 5 6 o �X( e 14 15 12 1611 ® 10 9 5x8= 8 4x8= 2x4 I I 8x8= 2x4 I I 2x4 I I 4x6 HUS26 18-5-0 18-5-0 I 1-4-0 I 2-8-0 13-2-4 13-10-0 I 6-4-8 7-8-8 I 11-8-8 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 1 Plate Offsets(X,Y): 12:0-4-8,0-1-121,13:0-2-12,0-1-81.15:0-5-0,0-1-121,19:0-3-8,0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.30 10 >611 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.53 9-10 >349 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.07 7 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (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 3-11-0 oc purlins, except BOT CHORD 2 X 6 DF 2400F 2.0E*Except* end verticals. B2:2 X 4 DF 2400F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - WEBS 2x4DFStdG REACTIONS (lb/size) 13=2869/0-4-0 (min.0-1-8),7=1327/0-4-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-9093/0,3-4=-7962/0,4-5=-7962/0 BOT CHORD 13-14=0/7944,14-15=0/7944,12-15=0/7944,12-16=0/7944,11-16=0/7944,10-11=0/8007, 9-10=0/7962,8-9=0/4807,7-8=0/4807 WEBS 4-9=-464/0,3-10=-1275/0,2-12=0/1321,2-13=-8208/0,5-9=0/3405,5-7=-4929/0, 3-11=0/1978,2-11=0/1228 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 0-5-0 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)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standardonly" PI 1. 0 PROp ••' 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 ' Co . v,3IN - °0 be attached to walls at their outer ends or restrained by other means. (c„. 6 - 8)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 3-10-0 from the left end to connect 1 9 truss(es)BEAM(1 ply 2 x 4 DF) to front face of bottom chord. Q a 8552 - 1r 9)Fill all nail holes where hanger is in contact with lumber. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)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. . It n' LOAD CASE(S) Standard r44. 0REG ,ti 4# (11'1Continued on page 2 4Y J 2 24 4 ©sEPN RENEWAL DATE: 12/3 1/2 013 October 4,2012 . t 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 A 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�2 SBCA at www.sbcindustry.com. ""NSULTING LLC Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 upper 15982118 B1209540 A06 FLOOR 1 2 L Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:15:47 2012 Page 2 ID:Ei9915trwA4Q IolLHOH?9yzIE0g-_cwfvbplSPdGrEy6aFQQAvTOvFAfMoHVhq W9goyXPwA ♦ LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-13=-10,1-6=-100 Concentrated Loads(Ib) Vert:14=-500(F)15=-500(F)16=-1500(F) t 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 =Emit 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 nn SBCA at www.sbcindustry.com. CONSULTING LLC Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 upper 15982119 B1209540 A08 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.Tue Oct 02 15:15:48 2012 Page 1 �v 18-5-0 3-2-4 I 6-4-8 7-8-8 ID:A5HvJnvv6SoK8X6SjPpJTENzlEoe-SpU16xciNCjl7SOXl8yxfj60A8fVc5F818- iCEyXPw9 11-8-8 15-8-8 3-2-4 3-2-4 I 1-4-0 4-0-0 4-0-0 Scale=1:27.2 • 1-4-0 2x4 II 4x10 = 3x6= 2x4 11 5x10= 2x4 II 1 23 2 24 3 25 4 26 5 27 6 I = o 1 a o 0 e / V e 1 14 15 16 12 17 1811 19 10 20 9 5x8= 21 8 22 4x8= 2x4 II 8x8= 2x4 H 2x4 II 4x6 = HUS26 18-5-0 18-5-0 1 1-4-0 1 2-8-0 13-2-4 13-10-0 I 6-4-8 7-8-8 I 11-8-8 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(XX): 12:0-4-8,0-1-121,15:0-5-0,0-1-121.19:0-3-8,0-1-12] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.66 Vert(LL) -0.28 10 >654 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.59 9-10 >312 240 BCLL 0.0 Rep Stress lncr NO WB 0.89 Horz(TL) 0.07 7 n/a n/a BCDL 12.0 Code IRC2006/TPI2002 (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 3-9-1 oc purlins, except BOT CHORD 2 X 6 DF 2400F 2.0E''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 REACTIONS (lb/size) 13=2977/0-4-0 (min.0-1-8),7=1435/0-4-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-298/0,2-24=-9524/0,3-24=-9524/0,3-25=-8419/0,4-25=-8419/0,4-26=-8419/0, 5-26=-8419/0,6-7=-294/0 BOT CHORD 13-14=0/8240,14-15=0/8240,15-16=0/8240,12-16=0/8240,12-17=0/8240,17-18=0/8240, 11-18=0/8240,11-19=0/8463,10-19=0/8461,10-20=0/8419,9-20=0/8419,9-21=0/5167, 8-21=0/5167,8-22=0/5167,7-22=0/5167 WEBS 4-9=-457/0,3-10=-1259/0,2-12=0/1354,2-13=-8515/0,5-8=0/327,5-9=0/3504, 5-7=-5298/0,3-11=0/1942,2-11=0/1365 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 0-5-0 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)A plate rating reduction of 20%has been applied for the green lumber members. a PRQ - 5)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Ni,<(„P>AGIN��A Ifo 6)This truss has been designed for a moving concentrated load of 250.0Ib live located at all mid panels and at all panel points along the ( tr 'T .^9w,p Top Chord and Bottom Chord,nonconcurrent with any other live loads. $ .JrsE 1'- 7) 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. 9)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 3-10-0 from the left end to connect truss(es)BEAM(1 ply 2 x 4 DF) to front face of bottom chord. IltORE ON 10)Fill all nail holes where hanger is in contact with lumber. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)500 lb down at 1-4-0,and 500 lb lk 6C Y 12 2 :‘,d.'' ContftRw91 3@ 2n bottom chord. The design/selection of such connection device(s)is the responsibility of others. JOSEPs 9� • RENEWAL DATE: 12/31/2013 October 4,2012 . I f 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 restraintilliyil 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 Iu2 LLC SBCA at www.sbcindustry.com. 7Y n Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 upper 15982119 B1209540 A08 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.Tue Oct 02 15:15:48 2012 Page 2 ID:A5Hvjnv6SoK8X6Sj PpJTENzlE0e-SpU 16xgNCj17SOX18yxfj60A8fVc5F8ewUGiC EyXPw9 LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-13=-24,1-6=-100 Concentrated Loads(Ib) Vert:14=-500(F)16=-500(F)17=-1500(F) • 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,DSB-89 and BCSI(Building Component Safety Information)available from �/� ��IIVQ LLC SBCA at www.sbcindustry.com. W /� Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 upper 15982120 B1209540 A09 FLOOR 2 2 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Enc Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Oct 02 15:15:48 2012 Page 1 18*-4)Q 5-3-7 ID:bgz2Lpx_IjijOaB14xtAsOzIEOb-SpU16xciNCj17SOXl8yxf)60E_fYTSKXewjL�'8 C yXPw9 I 15-5-31 15-9-12 • 0-3-0 5-0-7 10- 5-5-3 5-1-1 3- Scale=1:27.1 • 2x4 II 2x4 I 1 2 5x8= 5x8= 3 4 5 6 e — 0 o e --°' o L a e o o 0 9 8 5x8= 7 3x4= 5x8 = 304 11 18-5-0 -31 �j1"8-}5-0 0-3-0 5-3-7 I 10-8-11 I 15-9-12 10-3-02 5 0 7 5-5-3 5-1-1 Plate Offsets(X,Y): 12:0-3-8,0-2-01,15:0-3-8.0-2-01,17:0-2-0,0-1-131,18:0-3-8,0-2-01.19:0-3-8,0-2-01.110:0-0-5,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.33 8-9 >548 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.55 Vert(TL) -0.58 8-9 >313 240 BOLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight 142 lb FT=10% LUMBER BRACING TOP CHORD 2 X 4 DF 2400F 1.7E TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD 2 X 6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G*Except* W1:2X6OFNo.2G,W2,W4:2x4OFNo.1&BtrG REACTIONS (lb/size) 10=1822/0-3-8 (min.0-1-8),7=1822/0-4-0 (min.0-1-8) _ FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6764/0,3-4=-6764/0,4-5=-6764/0 BOT CHORD 8-9=0/6764 WEBS 3-9=-525/0,4-8=-525/0,2-10=-1391/0,5-7=-1383/0,2-9=0/6856,5-8=0/6854 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 X 6-2 rows 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 2006 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 o p�Q �� be attached to walls at their outer ends or restrained by other means. F LOAD CASE(S) Standard \� .��G( �R f0 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 �G(r� ✓'V Uniform Loads(plf) 85 jrE r- Vert:1-6=-100,7-10=-135(F=125) ;� OREGON,` 8. 9,L ' 12 2,t�'` � "OSEP ) RENEWAL DATE: 12/31/2013 October 4,2012 • 1 r AWARNING-Verifydesign 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 rfAir 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, �f �l delivery,erection,lateral restraint and diagonal bracing,consult ANSI?PI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 upper 15982121 61209540 A FLOOR 10 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:15:43 2012 Page 1 ID:vNRpamX9cadyO_T3weoV12zlE3i-5rh83Dm EOA6rMdeLLPMUO3JG_epBQ?_vm DYxX1 yXPwE °(8-12 2-6-0 II 1-10-8 111-4-0 II 7-6-0 1 1-60 11 2-4-7 1 2-6-1 1 1-11-12 II 2-5-4 II 2-5-4 I Scale=1:61.5 3x8 = 4x8= 4x10 = 3x6 FP= 3x4 I I 4x6= 2x4 H 2x4 I I 3x6= 2x4 H 3x6 FP= 3x4 II 4x6= 4x10 = 2x4 II 2x4 II 4x8 = 3x6= 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 " I_� l � � IN 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x6= 3x8= 4x6 x4= 4x10 = 4x8= 4x12 = 3x6 FP= 2x4 3x8= 3x4= 2x4 4x6= 3x6= rT,1-03 4x6= 8-1-2 8-1-2 27-11-0 1 3-7-4 1 5-7-4 16-11-0 1 10-0-12 17-9-11 20-5-3 25-9-12 1 27-9-8 II 30-5-0 322-.611,-)0 1 35-9-8 8-1-2 3-7-4 - 2-0-0 1-4-0 3-1-8 7-8-15 2-7-8 5-4-9 1-11-12 2-6-0 2-10-8 0-1-8 Plate Offsets(Xy): [1:Edge,0-1-8],[2:0-2-12,Edge],[3:0-1-8,Edge],[4:0-1-8,Edge],[5:0-1-8,0-0-0],[8:0-1-8,Edge],[12:0-1-8,Edge],[15:0-1-8,Edge],[16:0-1-8,0-0-0],[17:0-2-4 Edge],[18:0-1-8,Edge],[21:0-1-8,Edge],[23:0-1-8,Edge],[24:0-1-8,Edge],[26:0-1-8,Edge],[29:0-1-8,Edge],[30:0-3-12,Edge],[31:0-1-8,Edge],[32:0-1-8,Edge], (33:0-1-8,Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.88 Vert(LL) -0.28 22-23 >763 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -0.49 22-23 >441 360 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.07 20 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight:165 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*Except* end verticals. B2:4 X 2 DF 2400F 1.7E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 DF Std G*Except* W6:4 X 2 DF No.1&Btr G REACTIONS (lb/size) 34=763/0-4-0 (min.0-1-8),28=2372/0-5-2 (min.0-1-8),20=774/0-4-0 (min.0-1-8) Max Grav34=837(LC 2),28=2372(LC 1),20=851(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2148/0,3-4=-2927/0,4-5=-2927/0,5-6=-2927/0,6-7=-2795/150,7-8=-2795/150, 8-9=-1793/646,9-10=-1793/646,10-11=0/3440,11-12=0/3441,12-13=-309/1349, 13-14=-3068/0,14-15=-3068/0,15-16=-3068/0,16-17=-3068/0,17-18=-1871/0 BOT CHORD 33-34=0/690,32-33=0/2148,31-32=0/2927,30-31=0/3018,29-30=-646/1793, 28-29=-1379/67,27-28=-1349/309,26-27=-1349/309,25-26=-665/1966,24-25=-665/1966, 23-24=0/3068,22-23=0/2906,21-22=0/2906,20-21=0/1871 WEBS 8-29=-746/0,17-23=-502/213,15-24=-384/0,11-28=-286/0,12-26=0/752,3-32=-59/878, 3-33=-595/0,18-21=0/439,17-21=-1117/0,8-30=0/1271,4-32=-295/3,6-31=-118/519, 6-30=-471/0,10-29=0/2069,10-28=-2623/0,12-28=-2818/0,13-26=-1976/0, 13-24=0/1613,18-20=-2007/0,2-34=-1088/0,2-33=0/1574 NOTES 1)Unbalanced floor live loads have been considered for this design. � . 0 PROper, 2)A plate rating reduction of 20%has been applied for the green lumber members. k 3)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 1. C. . NG{NE fi: /� 4)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ' 4, 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 p„ be attached to walls at their outer ends or restrained by other means. 85 PE 6)CAUTION,Do not erect truss backwards. • LOAD CASE(S) Standard P 4,,OREGON,,, 4t/ 9,LG.0't22 \ �� "OSEPN a� RENEWAL DATE: 12/31/2013 October 4,2012 - t f 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 designations shown on individual web and chord members are for compression buckling only,not forbuilding stability bracing.Additional temporary restraint/ mit 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Puke Homes Summer Creek bldg-4 upper 15982122 B1209540 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.Tue Oct 02 15:15:50 2012 Page 1 ID:xdmx0 W?7aFK0UL3GtUSLZ3zlE0W-oBcnXdrdkK?ringhGN_7oX5b3Tl_ZIRxNolpH7yXPw7 2-5-4 I 2-6-0 2-6-0 1 Scale=1:17.9 4x8 = 2x4 H 3x6= 3x6 = 1 2 3 4 4x8= • e a • 5 o a 0 0 N i a e 3x6= *'' 4x10 = 4x10= 18-5-0 18-5-0 2-9-12 I 5-4-8 7-11-4 10-9-0 2-9-12 2-6-12 2-6-12 I 2-9-12 Plate Offsets(XX): 12:0-3-4,Edoel.14:0-3-4,Edoel.f6:Edoe,0-1-81,18: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 0.31 Vert(LL) -0.05 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.13 7-8 >934 360 BCLL 0.0 Rep Stress lncr YES WB 0.26 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (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 (Ib/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)A plate rating reduction of 20%has been applied for the green lumber members. 2)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4)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 00 OFE � k.�IGINE `f0. 44 w Q 85525PE 9r" ph. v OREGON,,,, 4," c "QSEPN q� RENEWAL DATE: 12/31/2013 October 4,2012 r 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 A of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint ir 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/7P11,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING LCSBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 upper 15982123 81209540 Cl FLOOR 14 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:15:51 2012 Page 1 ID:MCS40Y2?sAjaLoorYd02BizIEOT-s0A9lysFVe7iJrFtp5VMKIegBsVi llE4cSUMpZyXPw6 - i 2-3-0 1 1 1-4-0 1 1 2-6-0 1 1 2-6-0 1 Scale=1:19.9 2x4 11 5x12 MT18H= 2x4 11 3x8 = 3x8= 1 2 3 4 5 5x12 MT18H= 6 • ® o o 0 I O 9J I _. 0 G J 1.4-0 I4 N ® O O 0 0 1 e $ B 6 12 11 10 9 8 2x4 II 3x4= 2x4 Il 3x6= 5x12 MT18H= 10x10 11 18-5-0 18-5-0 1 5-3-0 6-4-8 7-8-8 1 10-4-0 12-11-8 1 15-8-8 1 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,Edae1,13:0-1-8.0-0-01,15:0-1-8,Edoel.17:Edoe,0-4-81,18:0-1-8,Edcie],[10:0-1-8,Edge],111:0-1-8,Edael,112:Edoe,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.67 Vert(LL) -0.17 9-10 >818 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.29 9-10 >479 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (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 ROT 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=641/Mechanical,7=641/0-4-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. - TOP CHORD 2-3=-1405/0,3-4=-1405/0,4-5=-1279/0 BOT CHORD 11-12=0/1405,10-11=0/1405,9-10=0/1872,8-9=0/1872,7-8=0/1279 WEBS 4-10=-591/17,2-12=-1534/0,5-7=-1380/0,4-8=-638/0 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 2006 International Building Code section 2306.1 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 Av 'O PROtto C4.co tyGItV F� i2 cc 855 -.°E r 9".. OREGO , ,� 11;*-74, �C}'12,2 — "OSEPK '°- _ RENEWAL DATE: 12/31/2013 October 4,2012 - r 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 of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraintEjkii 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 upper 15982124 B1209540 C FLOOR 22 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Eric Roesler 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 02 15:15:51 2012 Page 1 ID:IbZgRE3FOnzIb6yDf12WG7zIEOR-sOA9IysFVe7iJrFtp5VMKlejlsYflin4cS UMpZyXPw6 10-9-0 I I 2-6-0 I 1-4-0 2-4-8 Scale=1:26.4 6x6= 5x12 MT18H= 2x4 11 2x4 11 3x8= 3x6= 3x6= 3x6= 3 4 5 6 7 2 8 D ••••••••••••011110111111111111 -.4111111111111144444441...._ --411111111111111%4044444,_ 9 B' E 13 12 11 10 6x8=5x12 MT18H= 3x8= 3x4= 3x8= 3x8= 18-5-0 18-5-0 1-3-0 1 6-4-8 7-8-8 10-4-0 12-10-0 1 15-8-6 1 1-3-0 5-1-8 1-4-0 2-7-8 2-6-0 2-10-8 Plate Offsets(X,Y): [2:0-1-8,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],[14:0-3-8 ,Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.22 10-11 >838 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.42 10-11 >437 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.06 9 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (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=-862/0,3-4=-3124/0,4-5=-3124/0,5-6=-3124/0,6-7=-1891/0 BOT CHORD 13-14=0/862,12-13=0/2294,11-12=0/3124,10-11=0/2854,9-10=0/1891 WEBS 4-12=-267/0,6-11=-56/593,6-10=-1040/0,7-10=0/445,3-12=0/1007,3-13=-1546/0, 2-13=0/618,2-14=-1207/0,7-9=-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 2006 International Building Code section 2306.1 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 'c#,,o PROp Q 85 5PE ti' 9A OREGs ' 4<L 14 4.(}.12 r�,0'' -(2: ` M ''OSEP9 _ RENEWAL DATE: 12/31/2013 October 4,2012 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 ilki 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 SCSI(Building Component Safety Information)available from CONSULTING(LC SBCA at www.sbcindustry.com. VVIR Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldg-4 upper 15982125 61209540 C-DRAG 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. Tue Oct 02 15:15:52 2012 Page 1 ID:Ezhasv5WwPDOgQ6cnS5_LYzIEOP-LajYylttGxFZx?g3NoobtyBplGrgl2vEr6EwLOyXPw5 - 1 Q-9-0 1 2-6-01 11-4-0 11 2-3-0 I Scale=1:26.8 • 4x8 = 2x4 I I 2x4 H 3x10= 2x4 H 5x12 MT18H= 13x6= 2 34x6 4 5 67 8 /` o q oa J 0 N ♦ ♦♦.♦♦♦...♦♦♦•• ®° 9 ♦♦••••♦♦♦♦••♦• - 13 12 11 10 4x8= 4x6= 4x6= 3x6 = 2x4 I I 5x12 MT18H= 3x6= 18-5-0 18-5-0 3-9-0 6-4-6 7-8-8 10-4-0 I 12-11-8 I 15-8-8 I 3-9-0 2-7-8 1-4-0 2-7-8 2-7-8 2-9-0 Plate Offsets(X,Y): f2:0-3-8,Edge],[3:0-1-8,Edael,14:0-1-8,Edge1,15:0-1-8,0-0-01,16:0-4-8,Eddel,18:0-4-8,Edael,f12:0-1-8,Edcie],[13:0-1-8,Eddel,f14:0-1-8,Edgel.f15:0-3-8,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.27 11-12 >533 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.39 11-12 >362 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight:82 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 4-4-14 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, Except: 10-0-0 oc bracing:9-10. REACTIONS (lb/size) 15=129/4-0-0 (min.0-1-8),9=634/0-4-0 (min.0-1-8),14=938/4-0-0 (min.0-1-8) Max Horz15=-92(LC 12) Max Upliftl5=-1109(LC 7),9=-13(LC 8),14=-511(LC 8) Max Grav15=1287(LC 15),9=821(LC 2),14=1845(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown, TOP CHORD 8-9=-809/28,1-2=-418/418,2-3=-3274/3551,3-4=-4328/2615,4-5=-3331/1617, 5-6=-2677/1063,6-7=-2760/1053,7-8=-1762/155 BOT CHORD 14-15=-3749/4415,14-16=-2432/2155,13-16=-2432/2155,12-13=-1172/2886, 11-12=-382/2729,10-11=-382/2729 WEBS 4-13=-540/47,6-12=-1266/640,6-10=-1069/272,3-14=-1024/0,7-10=-286/0, 8-10=-139/1873,3-13=-255/2365,2-15=-1852/1667,2-14=-3113/2560 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 1109 lb uplift at joint 15,13 lb uplift at joint 9 and 511 lb uplift at joint 14. 5)This truss is designed in accordance with the 2006 International Building Code section 2306.1 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 {.7R� loads along bottom chord from 0-0-0 to 4-0-0 for 1492.3 plf. �' Q- l� xF�+� 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 414 ,r�GIN �� 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 Cg, '✓ be attached to walls at their outer ends or restrained by other means. Q 855 PE #_,..:"Y LOAD CASE(S) Standard Cr p,(r^ v OREGON,ti 44 1+ 6 '12 `�0� zi'1 `"EPN ° ' RENEWAL DATE: 12/31/2013 October 4,2012 I 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 Z of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint iEdi 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, CONSULTING �/w delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from {IVlNvif I/�w LLC SBCA at www.sbcindustry.com. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/" 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. I I (Drawings not to scale) qk Apply plgte5 t0 both SIdeS Of trUSS 1. Additional stability 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 0_7/ „ braces themselves may require bracing,or alternative T,I,or Eliminator bracing should be 6 1 2 3 considered. TOP CHORDS 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. AMMIIIIIE 4. Provide copies of this truss design to the building designer,erection supervisor,property I � 3111313 41Lliriiimowner and all other interested parties. Q 5. Cut members to bear tightly against each other. ., p 6. Placeplates on each face of truss at each joint and embed fully.Knots and wane at joint O locations are regulated by ANSI/TPI 1. For 4 x 2 orientation,locate 7. Design assumes trusses will be suitably protected from the environment in accord with = O o O ANSI/TPI 1. plates 0- from outside d O 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. edge of truss. 0 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative c7-e c6-7 C5-6 I— 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 8 7 6 5 practice is to camber for dead load deflection. required direction of slots in 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. Connector plates. 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that 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. PLATE SIZE THE LEFT. 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance riThe first dimension is theplate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT Reviewskwall portionsult th project engineer before e use. 19. all of this design(front,back,words and pictures)before use.Reviewing 4 x 4 width measured perpendicular NUMBERS/LETTERS. 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. ,Fj--''' Indicated by symbol shown and/or 23.It is extremely important to properly install temporary lateral restraint and diagonal bracing,in ESR 131 1,ESR 1352,ER 5243,96046, accordance with BCSI-B2 or usingproprietary methods(e.g.Stabilizer, by text in the bracing section of the p p ry 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, or proprietay bracing NER 487,NER-561 components unless specifically noted. (e.g.eliminator) if indicated. 951 10,84-32,96 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 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 ©2011 DrJ Consulting,LLC All Rights Reserved and is not the responsibility of the truss plate supplier,the truss designer,nor the truss ■�0 reaction section indicates joint g fabricator. Competent professional advice should be secured relative to these items. number where bearings ojoint 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. 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 Industry Standards: j 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 ANSI/TPI1: National Design Specification for Metal Committee in accordance with the latest edition of ANSl/TPIISection 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 Installing&Bracing of Metal Plate Madison,WI 53719 Connected Wood Trusses. CONSULTING LLC DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: 81209541 MiTek 20/20 7.2 Pulte Homes Summer Creek bldgg 4 roof 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: I5983292 thru15983324 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. �tiED PROFS 44, ��.�5 t3,GiN �49 /I, 85525' OEGON,� fi 1 611'12 2�V RENEWAL DATE: 12/31/2013 October 3,2012 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. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983292 B1209541 A01 GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:17 2012 Page 1 ID:psYpOtL_XY7VhnhSwsUJYxzgerh-QuZP0Qf9D7FFzREe_fwkApz?Cgbm2HOMikKXoEyX750 19-6-0 39-0-00-Q 19-6-0 19-6-0 0- 5x8 = Scale=1:73.4 6.00 12 15 16 17 11, 14 18 12 13_001001,17 �Y19 20 3x6 5x8 O 11 21 9 ,p - _�� 22 8 23 7 0✓ 24 25 6 - 1q 514 5�. - 26 5 0,1 5412 3 3 12 9T1127 3 4 ‘.000.004.104,,7 S S g ST: S110 S-0 Sia S 8 ST7 286x1 9 ST1 _ STS STo S7 S • c'� TT30 ST3 Sr' S11�� 3132 Sit I� co ii` ® ® .8. t1 _ _ _ ® a gi ® ® 6 ® b ® ff tt = a b" C[ c d vvvv......--,-,/,.1..---1�l vvv....... vim. ........v. v.:93.vv..v ... ,...v • 5x12 = 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 3x6= 5x8 fox,o = I 39-0-0 39-0-0 Plate Offsets(X,Y): [1:0-1-10,Edge],[9:0-4-0,0-3-4],[29:0-3-0,0-1-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.55 Vert(LL) -0.01 32 n/r 180 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.51 Vert(TL) -0.01 32 n/r 180 BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(TL) 0.06 46 n/a n/a BCDL 10.0 Code IRC2009ITPI2007 (Matrix) Wind(LL) -0.00 31 n/r 90 Weight 322 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins, except end verticals. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 3-2-12 oc bracing. WEBS 2 x 4 DF No.1&Btr G WEBS 1 Row at midpt 16-47,15-49,14-50,13-51,17-46,18-45,19-44 • OTHERS 2 x 4 DF Std G*Except* ST15:2 x 4 DF No.1&Btr G WEDGE Left:2 x 4 DF Std - REACTIONS All bearings 39-0-0. (Ib)- Max Horz 1=137(LC 5) Max Uplift All uplift 100 lb or less at joint(s)47,49,50,52,53,54,55,56,57,58,59,60,45,44, 43,42,41,40,39,38 except 1=-2170(LC 11),61=-135(LC 16),37=-102(LC 18),36=-242(LC 17), 35=-4228(LC 17),33=-196(LC 18),34=-5811(LC 27) Max Gray All reactions 250 lb or less at joint(s)49,50,51,52,53,54,55,56,57,58,59,60,46, 45,44,43,42,41,40,39,38,37,33 except 1=2290(LC 10),47=323(LC 17),61=338(LC 25), 36=317(LC 28),35=4146(LC 28),34=6103(LC 17) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4951/4733,2-3=-4161/4068,3-4=-3842/3746,4-5=-3514/3486,5-6=-3189/3205,6-7=-2874/2926, 7-8=-2564/2648,8-9=-2266/2370,9-10=-2091/2106,10-11=-1968/2091,11-12=-1670/1813, 12-13=-1372/1534,13-14=-1073/1256,14-15=-778/984,15-16=-479/665,16-17=-192/375,17-18=-482/676, 18-19=-782/943,19-20=-1081/1213,20-21=-1379/1483,21-22=-1389/1489,22-23=-1677/1753, 23-24=-1975/2023,24-25=-2273/2300,25-26=-2571/2579,26-27=-2873/2862,27-28=-3140/3121, 28-29=-3557/3500,29-30=-585/665,30-31=-197/256 BOT CHORD 1-61=-4205/4371,60-61=-3590/3737,59-60=-3297/3471,58-59=-3057/3204,57-58=-2790/2937, 56-57=-2524/2671,55-56=-2257/2404,54-55=-1990/2137,53-54=-1724/1871,52-53=-1457/1604, 51-52=-1190/1311,51-62=-924/1071,50-62=-824/971,49-50=-657/804,48-49=-390/537,47-48=-270/425, ._. 46-47=-130/277,45-46=-397/544,44-45=-663/810,43-44=-930/1077,42-43=-1197/1344,41-42=-1463/1610, - 1� p 40-41=-1730/1877,39-40=-1997/2144,38-39=-2263/2410,37-38=-2530/2677,36-37=-2797/2944, .c R�,Lf ` ©;��C', 35-36=-3063/3210,34-35=-3330/3477 `� ` r �• ,CS WEBS 16-47=-306/78,28-36=-290/258,29-35=-4119/4244,30-34=-255/246,29-34=-7316/7024 C\ "*,\6' 41E9 �3 444 V NOTES 5PE .�. .. 1)Unbalanced roof live loads have been considered for this design. 85 :7 2)Wnd:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIITPI 1. ,rte 4)115.OIb AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. !� OREGON ),- 5)All plates are 2x4 MT20 unless otherwise indicated. f A \ `4F 6)Gable requires continuous bottom chord bearing. 144, 1 y'y 2 ' ,�+�k 7)Gable studs spaced at 1-4-0 oc. JQSc Q'`.+ LBun me 009en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. GPN - RENEWAL DATE: 12/31/2013 October 3,2012 it , 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 A 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983292 B1209541 A01 GABLE 1 1 Job Reference(ootionall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:18 2012 Page 2 ID:psYpOtL_XY7VhnhSwsUJYxzgerh-u57nEmgn_RN6bbprYNlziOWAyEw?nkGVxO34LgyX75? NOTES 9)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)47,49,50,52,53,54,55,56,57,58,59,60,45,44,43,42,41,40,39,38 except(jt=1b) 1=2170,61=135,37=102,36=242,35=4228,33=196,34=5811. 12)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. 13)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33)Connect truss to resist drag loads along bottom chord from 0-0-0 to 39-0-0 for 200.0 plf. 14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1 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 , /51 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 MOULTING OULT NG LLC SBCA at www.sbcindustry.com. Wf/ �Il� Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof B1209541 A02 DBL.FINK 2 1 15983293 Job Reference(ontionall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:18 2012 Page 1 I D:Lg_RBYLLmE?e3e7GM8z4?Iczgeri-u57nEmgn_RN6bbprYN 1 ziOW5TEgFngOVx034LgyX75? X11-0 09 0 e o 0 I 15-6-0 H 19-6-0 a o 0 i-0-0 25-0-0 a s 0 osbo 13-s o h�o o9 Scale=1:67.6 5x8= • 6.00 12 6 2x4 2x4 5 3x8 :.--- = 3x6 444 3x4% 0 c 3x4 y 4x6 .10 11 2 �; M o I_' _li .k - 3010= 16 15 14 13 .12 2x4 II 8x8 = 8x8 = 4x6 = 2x4 II 8-0-0 15-6-0 25-0-025r6770 39-0-0 6-0-0 7-6-0 9-6-0 0-6-b t3-6-0 Plate Offsets(X,Y): [2:0-10-4,0-0-10L[1 [13:0-2-0,0-1-12],[14:0-2-12,Edge],[15:0-2-12,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.84 Vert(LL) -0.33 14-15 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.83 14-15 >561 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.14 12 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 214 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2 x 4 DF No.18Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2 X 6 DF No.2 WEBS 1 Row at midpt 9-14,3-15 WEBS 2 x 4 DF Std G*Except* W1,W5:2 x 4 DF No.18Btr G REACTIONS (lb/size) 12=2004/0-5-8 (min.0-2-2),2=1998/0-5-8 (min.0-2-2) Max Horz 2=161(LC 5) Max Uplift 12=-259(LC 6),2=-274(LC 5) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3610/375,3-4=-2887/262,4-5=-2764/286,5-6=-2866/423,6-7=-2721/415,7-8=-2526/275, 8-9=-2733/262,9-10=-2834/306,10-12=-1947/288 BOT CHORD 2-16=-382/3103,15-16=-382/3103,15-17=-52/1870,17-18=-52/1870,18-19=-52/1870,19-20=-52/1870, 14-20=-52/1870,13-14=-186/2469 WEBS 6-14=-225/1095,9-13=-372/110,3-15=-731/260,3-16=0/305,10-13=-189/2514,7-14=-488/274, 5-15=-468/266,6-15=-227/1352 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 115.0lb AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=259,2=274. h. R t�U'.... 8)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. . '<('' �* U PR atto�n 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Ca �� � t•�h Vf' LOAD CASE(S) Standard ,T 4t• 855 PE f "Ph ,,,OREGON,` Q `OSEPH )4 RENEWAL DATE; 12/31/2013 October 3,2012 _ 8 / 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 , 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/ iffi 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983294 B1209541 A03 DBL.FINK 5 1 Job Reference foolionall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc. Wed Oct 03 12:41:19 2012 Page 1 ID:Lg_RBYLLmE?e3e7GM8z4?kzgeri-MHhAR6hPIIVzCIO154YDFE2 EAdARWHefA2pet6yX75_ 8-0-0 ] 15-6-0 19-6-0 20-6-Q 25-0-0 21-61.0 39-0-0 0-01 8-0-0 7-6-0 4-0-0 y-0-d 4-6-0 0-6-0 13-6-0 1-0-0 Scale=1:67.7 5x8 = 6.00 112 5 2x4 11 1152 ,i, 2x4 11 6 3x6 3x8 i 7 t� 3 " 3x4 ! 0,,, 3x4 J r 0 2 8 4x6 3x10 = 15 14 13 12 11 2x4 H 8x8 = 8x8 = 4x6= 2x4 II 8-0-0 15-6-0 25-0-0 2-610 39-0-0 8-0-0 7-6-0 9-6-0 0-6-0 13-6-0 Plate Offsets(X,Y): [1:0-10-4,0-0-10],[9:0-2-4,0-2-0],112:0-2-0,0-1-12],[13:0-2-12,Edge],[14:0-2-12,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.33 13-14 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.84 13-14 >556 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 212 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2 x 4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2 X 6 DF No.2 WEBS 1 Row at midpt 8-13,2-14 WEBS 2 x 4 DF Std G*Except* W1,W5:2 x4 DF No.1&BtrG REACTIONS (lb/size) 11=2011/0-5-8 (min.0-2-2),1=1916/Mechanical Max Horz 1=137(LC 5) Max Uplift 11=-260(LC 6),1=-219(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3669/391,2-3=-2913/267,3-4=-2788/292,4-5=-2890/428,5-6=-2736/417,6-7=-2541/277, 7-8=-2748/263,8-9=-2846/307,9-11=-1955/289 BOT CHORD 1-15=,398/3168,14-15=-398/3168,14-16=-55/1883,16-17=-55/1883,17-18=-55/1883,18-19=-55/1883, 13-19=-55/1883,12-13=-187/2480 WEBS 5-13=-225/1094,8-12=-374/110,2-14=-776/274,2-15=0/311,9-12=-190/2525,6-13=-488/274, 4-14=-464/264,5-14=-231/1369 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 115.OIb AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)A plate rating reduction of 20%has been applied for the green lumber members. ... 7)Refer to girder(s)for truss to truss connections. pp �y 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except)jt=lb)11=260,1=219. {��r) `R O/5s -. 9)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. ,!`G1Nr��k�/f.41 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. V\ LOAD CASE(S) Standard 8 -2 PE :. 4 OREGON ti �G 9,. 'G(y 12 ,�t1 ,$:'* J©sEPN RENEWAL DATE: 12/31/2013 October 3,2012 4 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 ZO 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/ INI 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 COMSUITING LSC SBCA at www.sbcindustry.com. V�/I��7 1. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983295 B1209541 A04 GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc. Wed Oct 03 12:41:21 2012 Page 1 ID:psYpOtL_XY7VhnhSwsUJYxzgerh-JgowsoifHMIhS3YPDVbhKf8gzRyo_50ydMlkw?yX74y f1_0_ 19-6-0 39-0-0 0-0- _ 1-o-0 19-6-0 19-6-0 1-0-o 5x8 = Scale=1:73.5 6.00 12 16 17 18 3 19 13 14 15 20 12 _s21 3x6 5x8 i 11 72 10- _ 4� 23 9 _ 24 8 ei 25 26 `rt7 - iJ, i �5 3 �r 2 27 6 _ _ 28 5 S S - 1 -'' 1 i S O S - S _ 29 6x10 30 4 - S S r S 31 3ST = S • S S c '1111711-3:1311 ,4 - W232 2 „r S c - S� S��`� L. 33 v 21 NIM _ _ _B� 5x10 = 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37" 36 35 34 3x6 = 5x8 H 10x10 = 39-0-0 39-0-0 Plate Offsets(X,Y): [2:0-1-10,Edge],[10:0-4-0,0-3-4],[30:0-3-0,0-1-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (IOC) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.57 Vert(LL) -0.01 33 n/r 180 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.01 33 n/r 180 BCLL 0.0 • Rep Stress Incr YES WB 0.84 Horz(TL) 0.06 47 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Wind(LL) -0.00 32 n/r 90 Weight:323 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G - TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 3-3-0 oc bracing. WEBS 2 x 4 DF No.1&Btr G WEBS 1 Row at midpt 17-48,16-50,15-51,14-52,18-47,19-46,20-45 OTHERS 2 x 4 DF Std G*Except* ST15:2x4DFNo.1&BtrG WEDGE Left:2 x 4 DF Std ' REACTIONS All bearings 39-0-0. (Ib)- Max Horz 2=161(LC 16) Max Uplift All uplift 100 lb or less at joint(s)48,50,51,53,54,55,56,57,58,59,60,61,46,45, 44,43,42,41,40,39 except 2=-2193(LC 11),62=-114(LC 16),38=-102(LC 18),37=-242(LC 17), 36=-4228(LC 17),34=-196(LC 18),35=-5811(LC 27) Max Gray All reactions 250 lb or less at joint(s)50,51,52,53,54,55,56,57,58,59,60,61,47, 46,45,44,43,42,41,40,39,38,34 except 2=2375(LC 10),48=323(LC 17),62=311(LC 25), 37=317(LC 28),36=4146(LC 28),35=6103(LC 17) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4949/4779,3-4=-4163/4067,4-5=-3842/3775,5-6=-3514/3486,6-7=-3189/3205,7-8=-2874/2926, 8-9=-2564/2648,9-10=-2266/2370,10-11=-2091/2106,11-12=-1968/2091,12-13=-1670/1813, . 13-14=-1371/1534,14-15=-1073/1256,15-16=-778/984,16-17=478/665,17-18=-192/375,18-19=-482/676, . 19-20=-782/943,20-21=-1081/1213,21-22=-1379/1483,22-23=-1389/1489,23-24=-1677/1753, 24-25=-1975/2023,25-26=-2273/2300,26-27=-2571/2579,27-28=-2873/2862,28-29=-3140/3121, 29-30=-3557/3500,30-31=-585/665,31-32=-197/256 BOT CHORD 2-62=-4205/4371,61-62=-3591/3737,60-61=-3297/3471,59-60=-3057/3204,58-59=-2791/2937, 57-58=-2524/2671,56-57=-2257/2404,55-56=-1991/2137,54-55=-1724/1871,53-54=-1457/1604, 52-53=-1191/1311,52-63=-924/1071,51-63=-824/971,50-51=-657/804,49-50=-391/537,48-49=-270/425, 4748=-130/277,46-47=-397/544,45-46=-664/810,44-45=-930/1077,43-44=-1197/1344,42-43=-1464/1610,41-42=-1730/1877,40-41=-1997/2144, n PROF 36-37=-3064/3210,35-36=-3330/3477 39-40=-2264/2410,38-39=-2530/2677,37-38=-2797/2944, \��� '� ��^�.. tit NWEBS OTES 17-48=-305/78,29-37=-290/258,30-36=-4119/4244,31-35=-255/246,30-35=-7316/7025 .‘..Co' r'�`� �� `Q�� 1)Unbalanced roof live loads have been considered for this design. :•7 2)Wnd:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; / Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. � 4//,OREGON ��. 4) 115.OIb AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. J' Go� 5)All plates are 2x4 MT20 unless otherwise indicated. -57� },,,,� A 1% 6)Gable requires continuous bottom chord bearing. 7)Gable studshspaced at 1-4-0 oc. 4/0 QG. �dn kile�i`bsll peahen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. RENEWAL DATE: 12/31/2013 October 3,2012 - 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 liN 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, �f 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 Homes Summer Creek bldgg 4 roof 15983295 B1209541 A04 GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:22 2012 Page 2 ID:psYpOtL_XY7VhnhSwsUJYxzgerh-nsM137jH2gtY3D7cnC6wtsgrirlljYF5501ITRyX74x NOTES 9)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)48,50,51,53,54,55,56,57,58,59,60,61,46,45,44,43,42,41,40,39 except(jt=lb) 2=2193,62=114,38=102,37=242,36=4228,34=196,35=5811. 12)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. 13)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 39-0-0 for 200.0 plf. • 14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard • 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 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983296 B1209541 1301 GABLE 2 1 Job Reference loot onall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:24 2012 Page 1 I D:ieoKEFPUbmdxAP?D9hZFinzgerd-jEU3UpIYaH7GJVVH_udBOyHI6RevgBR3OJKWPXKyX74v II1-0-9 20-0-0I 36-0-0 7-0-9 1-0-0 20-0-0 16-0-0 1-0-0 Scale=1:68.8 6x6 // 6.00 112 • 16 17 15 AN 14 - 18 5x12 MT18H i 13 ty 12 - 20 11 21 3x6 10 -01022 9 44, 23 m 24 < 8 25 0 7 -_ R �, 6114 R - 26 31'12 3 3Al2 6 - 27ST9 1T1 ST. ST15 - 28S f iST6S17 5T$ S r S 5 S e 29ST3V 09 1 ® 9B . 1 8 ® @ 9 ? g e e e 9�/.n.,,,yn���,,,, � �����,,,,�rsn� /,�,,,�,,,,,,�,,,, 4x10= 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 4x6 11 7x14 MT18H = 8513= 36-0-0 36-0-0 Plate Offsets(X,Y): [2:0-0-8,0-0-2],[4:0-2-4,0-1-8],[11:0-6-0,0-3-0],[16:0-2-12,Edge],[56:0-3-8,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.87 Vert(LL) -0.00 30 n/r 180 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.74 Vert(TL) -0.01 30 n/r 180 MT18H 220/195 BOLL 0.0 * Rep Stress!nor YES WB 0.88 Horz(TL) -0.15 31 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Wind(LL) -0.00 29 n/r 90 Weight:302 lb Fr=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 2-5-15 oc bracing. _ WEBS 2 x 4 DF Std G*Except* WEBS 1 Row at midpt 15-44,14-45,17-42,18-41 W2:2 x 4 DF No.1&Btr G 2 Rows at 1/3 pts 16-43 OTHERS 2 x 4 DF Std G*Except* ST14,ST2:2 x 4 DF No.1&Btr G REACTIONS All bearings 36-0-0. (Ib)- Max Horz 2=185(LC 15) Max Uplift All uplift 100 lb or less at joint(s)46,47,49,50,51,52,53,40,39,38,37,36,35,34, 33,32 except 2=-2177(LC 17),43=-2857(LC 28),44=-229(LC 16),45=-152(LC 15),48=-131(LC 16), 54=-162(LC 16),55=-3056(LC 16),56=-4617(LC 17),42=-193(LC 18),41=-157(LC 17),31=-117(LC 17) Max Gray All reactions 250 lb or less at joint(s)45,46,47,48,49,50,51,52,53,41,40,39,38, 37,36,35,31,34,33,32 except 2=2309(LC 10),43=3312(LC 17),44=318(LC 9),54=251(LC 9), 55=3067(LC 9),56=4771(LC 10),42=351(LC 9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4744/4691,3-4=-4033/4053,4-5=-7244/7302,5-6=-6872/6967,6-7=-6550/6709,7-8=-6258/6428, 8-9=-5952/6150,9-10=-5646/5834,10-11=-5375/5616,11-12=-5062/5334,12-13=-4764/5043, 13-14=-4460/4759,14-15=-4208/4531,15-16=-3824/4156,16-17=-3468/3829,17-18=-3286/3629, 18-19=-2942/3252,19-20=-2643/2924,20-21=-2347/2599,21-22=-2048/2273,22-23=-1750/1946, 23-24=-1607/1794,24-25=-1452/1620,25-26=-1154/1293,26-27=-856/967,27-28=-557/638,28-29=-263/309 BOT CHORD 2-56=-4141/4140,55-56=-6637/6638,54-55=-6369/6369,53-54=-6103/6104,52-53=-5837/5838, 51-52=-5570/5571,50-51=-5303/5304,49-50=-5037/5038,48-49=-4770/4771,47-48=-4504/4504, 47-57=-4238/4238,46-57=-4071/4071,45-46=-3971/3971,44-45=-3704/3704,43-44=-3438/3438, 43-58=-3171/3171,42-58=-3071/3071,41-42=-2904/2904,40-41=-2638/2638,39-40=-2371/2371, --® 38-39=-2104/2104,37-38=-1838/1838,36-37=-1571/1571,35-36=-1304/1304,34-35=-1038/1038, , • nn 4/504 WEBS 16-43=-3253/2926,15-44 0297/239,4-55=-3054/3066,3-56=-297/221,17-42=-299/234,4-56=-5650/5652 `� � ` ��r� �N. t�c'IrvFFr9 f,,, NOTES yr 1)Unbalanced roof live loads have been considered for this design. Q' 25PE r 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; 8 G:.7 Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4) 115.015 AC unit load placed on the bottom chord,18-0-0 from left end,supported at two points,5-0-0 apart. * �. l1. 5)All plates are MT20 plates unless otherwise indicated. OREGON c i 6)All plates are 2x4 MT20 unless otherwise indicated. _ (/. N 4 7)Gable requires continuous bottom chord bearing. 12 t 8)Gable studs spaced at 1-4-0 oc. JOS 9 C9dnaile �i� gen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EPH - RENEWAL DATE: 12/31/2013 October 3,2012 • 4 f 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 restraint1///// 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, �c,I delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from COMSULIIp NG LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983296 B1209541 B01 GABLE 2 1 Job Reference(ootional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc. Wed Oct 03 12:41:25 2012 Page 2 I D:ieoKEFPUbmdxAP?D9hZFinzgerd-BR2Ri91ALbF6wgsBSLfdWI HB2F3wuJXY_Gy4myX74u NOTES 10)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)46,47,49,50,51,52,53,40,39,38,37,36,35,34,33,32 except(jt=lb)2=2177,43=2857, 44=229,45=152,48=131,54=162,55=3056,56=4617,42=193,41=157,31=117. 13)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. 14)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 36-0-0 for 200.0 pit 15)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard r 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,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING LLC SBCA at www.sbcindustry.com. Job Truss Truss Type pry Ply Pulte Homes Summer Creek bldgg 4 roof 15983297 B1209541 B02 DBL.FINK 7 1 Lub_Reference(notional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc. Wed Oct 03 12:41:25 2012 Page 1 I D:AgMiRbP6M4InnZaQjP4UF?zgerc-BR2Ri9IALbF6wgsBSLfdWI Lm2Ecwu2XY_Gy4myX74u 1-0-4 15-0-0 18-0-0 20-0-0 23-0-0 30-7-12 36-0-0 7-0-r -0-0 15-0-0 3-0-0 2-0-0 3-0-0 7-7-12 5-4-4 -0-0 Scale=1:66.1 5x8 = 6 6.00 12 2x4 11S: 2x4 11 5 7 3x6 i 3x4 4 8 v 3x4 a � 1 3 4.4 4x6 C 10 9 ,4 W5 `ti c� 2 : N 01/! 0R B2 g , 3x8 = 15 14 13 12 11 2x4 II 8x8 = 8x8= 3x8= 2x4 II 15-0-0 23-0-0 30-7-12 36-0-0 15-0-0 8-0-0 7-7-12 5-4-4 Plate Offsets(X,Y): [2:0-8-4,0-0-10],[9:0-2-15,0-2-0],[12:0-3-8,0-1-8],[13:0-2-12,Edge],[14:0-2-12,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.28 13-14 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.83 Vert(TL) -0.73 13-14 >586 180 BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(TL) 0.12 11 n/a n/a 1 BCDL 10.0 Code IRC2009/1P12007 (Matrix) Weight 204 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except end verticals. 1 BOT CHORD 2 x 4 DF No.1&Btr G`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 82:2 X 6 DF No.2 WEBS 1 Row at midpt 3-14 WEBS 2 x 4 DF Std G*Except* W1:2 x 4 DF No.1&Btr G REACTIONS (lb/size) 11=1880/0-5-8 (min.0-2-0),2=1848/0-5-8 (min.0-2-0) Max Horz 2=185(LC 5) Max Uplift 11=-225(LC 6),2=-262(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3319/357,3-4=-2611/238,4-5=-2489/263,5-6=-2593/403,6-7=-2275/346,7-8=-2264/225, 8-9=-2031/213,9-11=-1825/253 BOT CHORD 2-15=-397/2854,14-15=-397/2854,14-16=-61/1622,16-17=-61/1622,17-18=-61/1622,18-19=-61/1622, 13-19=-61/1622,12-13=-106/1754 WEBS 6-13=-161/802,7-13=-411/232,6-14=-236/1328,3-14=-711/256,3-15=0/288,5-14=-485/274,8-12=-664/91, 8-13=0/314,9-12=-115/1893 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 115.01b AC unit load placed on the bottom chord,20-0-0 from left end,supported at two points,5-0-0 apart. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=225,2=262. n- ppn 8)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. 't R 11 `TtOPps 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 's G t�. LOADCASE(S) Standard :GJ. .,.' `.T 52 • 9,., v,OREGON *14, 62}'12 2 ,7P JOSEPH Or - RENEWAL DATE: 12/31/2013 October 3,2012 _ 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 mlifiii 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 c CONSULTING LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983298 81209541 C01 GABLE 1 1 Job Reference footionall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7250 s May 11 2011 MiTek Industries,Inc. Wed Oct 03 12:41:27 2012 Page 1 I D:e0v4fxQ170tePi9cH6bjnCzgerb-8p9B7mQtCVgA_?ZZmi5awNj9s010o0q?II38eyX74s -11-0-0 17-0-0 20-0-0 29-6-0 34-0-0 315-0 -0-d 17-0-0 3-0-0 9-6-0 4-6-0 -0-d 4x4= Scale=1:70.6 ' 6.00 12 17 18 16 15s 19 14 Y 20 3x6 i 13 : 21 11 t2 _ 22 10 - 23 9 ii): - 24 8 25 6x8 7 1 3_2 s�,3 14 5413 �,2 _ 26 5 6 S 3 5110 S 11 ST 1 sf10 S!3 , 2728 ST, s HT1 4 ST5 s1-6 ST7 S 7 ST6 S- S VV2 ST2 S 3 A ...72......./.11'W1 _ .E1 OP, V V 1 ® V® V Y® V�Y V 9 ® ® ®p� 9 Y V Y Y Y Y Y Y Y Y Y Y V V Y Y V Y V V Y V V ,,4 V V V Y"• o 6x10 :',.- 52 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 5x8= 5x8 10x10 = 15-0-0 I 25-0-0 I 34-0-0 15-0-0 10-0-0 9-0-0 Plate Offsets(X,Y): [2:0-5-6,0-3-0],[26:0-2-8,0-1-12],[29:Edge,0-3-8],[39:0-4-0,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.46 Vert(LL) 0.00 27 n/r 180 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.40 Vert(TL) -0.00 27-28 n/r 180 BCLL 0.0 * Rep Stress Ina- Yes WB 0.87 Horz(TL) 0.06 37 n/a n/a BCDL 10.0 Code IRC2009ITPI2007 (Matrix) Wind(LL) -0.00 27 n/r 90 Weight:295 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 3-2-8 oc bracing. WEBS 2 x 4 DF No.1&Btr G*Except* WEBS 1 Row at midpt 17-39,16-40,15-41,18-38,19-37,26-29 W2:2x4DFStd G OTHERS 2 x 4 DF Std G*Except* ST14,ST15:2 x 4 DF No.1&Btr G WEDGE Left:2 X 6 DF No.2 REACTIONS All bearings 34-0-0. (lb)- Max Horz 2=211(LC 16) Max Uplift All uplift 100 lb or less at joint(s)40,41,42,43,44,45,46,47,48,49,50,51,38,37, 36,35,34,33 except 2=-2265(LC 11),39=-228(LC 14),52=-109(LC 16),32=-118(LC 18), 31=-293(LC 17),30=-3962(LC 17),29=-5214(LC 14) Max Gray All reactions 250 lb or less at joint(s)40,41,42,43,44,45,46,47,48,49,50,51,38, 37,36,35,34,33,32 except 2=2434(LC 10),39=459(LC 17),52=270(LC 25),31=358(LC 28), 30=3940(LC 28),29=5403(LC 9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5107/4873,3-4=-4438/4304,4-5=-4113/4012,5-6=-3786/3723,6-7=-3460/3433,7-8=-3135/3154, 8-9=-2819/2876,9-10=-2519/2598,10-11=-2293/2334,11-12=-2220/2319,12-13=-1922/2041, 13-14=-1624/1762,14-15=-1326/1484,15-16=-1034/1214,16-17=-699/908,17-18=-384/610,18-19=-229/397, 19-20=-532/669,20-21=-831/939,21-22=-1128/1208,22-23=-1427/1478,23-24=-1727/1753, 24-25=-1987/1993,25-26=-2395/2380,26-27=-439/511 BOT CHORD 2-52=-4296/4431,51-52=-3816/3897,50-51=-3522/3631,49-50=-3282/3364,48-49=-3016/3097, 47-48=-2749/2831,46-47=-2482/2564,45-46=-2216/2297,44-45=-1949/2031,43-44=-1682/1764, 42-43=-1416/1497,41-42=-1149/1231,40-41=-882/964,39-40=-616/697,38-39=-349/431,37-38=-172/254, 1054, /1321, WEBS -32=-778,430-31=-2 39/2130=39/3 73/245-29'5973/577732-33=-1506/1587, LL !�n//�� 31-32=-1772/1854,30-31=-2039/2121,29-30=-2373/2454 4�`L� �il VphS 6>0 NOTES V 14? 1)Unbalanced roof live loads have been considered for this design. 8552 E (^' 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSI/!PI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. c/.� 4. 5)Gable requires continuous bottom chord bearing. OREGON 6)Gable studs spaced at 1-4-0 oc. IP ° 8ZOn� uS 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12 V 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom J}ySEp� Con � Veoper members. UVJ - RENEWAL DATE: 12/31/2013 October 3,2012 - t it 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 6t,lifl 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^O LLC SBCA at www.sbcindustry.com. V I�� Y Job Truss Truss Type Ory Ply Pulte Homes Summer Creek bldgg 4 roof B1209541 C01 GABLE 1 1 15983298 Job Reference(nntinnall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:27 2012 Page 2 ID:e0v4fxQ17OtePi9cH6bjnCzgerb-Sp9B7mQtCVgA?ZZmiSawNj9s010o0q?1138eyX745 NOTES 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)40,41,42,43,44,45,46,47,48,49,50,51,38,37,36,35,34,33 except(jt=lb)2=2265, 39=228,52=109,32=118,31=293,30=3962,29=5214. 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUiPI 1. 12)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 34-0-0 for 200.0 plf. 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1 1 AWARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.03-11')before use.Design f1 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, �f delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING az SBCA at www.sbcindustry.com. Job Truss Truss Type Q PlyPulte Homes Summer Creek bldgg 4 roof YP h 15983299 B1209541 C01-A GABLE 1 1 _ Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:30 2012 Page 1 I D:e0v4fxQ170tePi9cH6bjnCzgerb-YOrKIspJ97uP 1 Rk8FuFoCY?E832 FbLcGiGzjIzyX74p 1-0-0 17-0-0 I 34-0-0 5-0-0 4-0-0 17-0-0 17-0-0 4-0-0 Scale=1:61.5 4x4= - 6.00 12 14 15 13 121,14111%.1% ,16 1117 3x6 % 10 118 9 x6 1 9 7 8 2021 8 22 • 5 Il III 23 q 24 3 25 7. M 2 1 r -�411 lerilE'llEaliii! 2627 r' 4x850 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 4x8 = 3x6 = 3x6 = I 34-0-0 34-0-0 Plate Offsets(X,Y): [2:0-0-0,0-0-4],[20:0-0-0,0-0-0],[26:0-0-0,0-0-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.47 Vert(LL) 0.00 27 n/r 180 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.41 Vert(TL) 0.01 27 n/r 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.04 38 n/a n/a BCDL 10.0 Code IRC2009/rPI2007 (Matrix) Wind(LL) 0.00 26 n/r 90 Weight:238 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 3-7-13 oc bracing. OTHERS 2 x 4 DF Std G WEBS 1 Row at midpt 14-39 . REACTIONS All bearings 34-0-0. (Ib)- Max Horz 2=-114(LC 17) Max Uplift All uplift 100 lb or less at joint(s)40,41,42,43,44,46,47,48,49,38,37,36,35,34, _ 32,31,30,29 except 26=-1772(LC 18),2=-1761(LC 17),50=-114(LC 16),28=-114(LC 17) Max Gray All reactions 250 lb or less at joint(s)39,40,41,42,43,44,46,47,48,49,38,37,36, 35,34,32,31,30,29 except 26=1958(LC 9),2=1958(LC 10),50=352(LC 25),28=352(LC 28) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3965/3846,3-4=-3063/3031,4-5=-2716/2739,5-6=-2428/2463,6-7=-2118/2185,7-8=-1819/1907, 8-9=-1646/1643,9-10=-1521/1628,10-11=-1223/1350,11-12=-925/1071,12-13=-627/796,13-14=-333/484, 14-15=-333/480,15-16=-627/784,16-17=-925/1050,17-18=-1223/1320,18-19=-1521/1589, 19-20=-1605/1634,20-21=-1819/1859,21-22=-2118/2138,22-23=-2416/2416,23-24=-2690/2698, 24-25=-3037/2990,25-26=-3917/3805 BOT CHORD 2-50=-3371/3545,49-50=-2661/2812,48-49=-2368/2545,47-48=-2128/2279,46-47=-1861/2012, 45-46=-1594/1745,44-45=-1354/1505,43-44=-1328/1479,42-43=-1061/1212,41-42=-794/945, 40-41=-528/679,39-40=-261/412,38-39=-261/412,37-38=-528/679,36-37=-794/945,35-36=-1061/1212, 34-35=-1328/1479,33-34=-1354/1505,32-33=-1594/1745,31-32=-1861/2012,30-31=-2128/2279, 29-30=-2368/2545,28-29=-2661/2812,26-28=-3351/3545 WEBS 3-50=-255/143,25-28=-255/142 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4 `v ���xC 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as l V PROpt, cs applicable,or consult qualified building designer as per ANSI/TPI 1. �� !NGtNEF' 0���.. 4)All plates are 2x4 MT20 unless otherwise indicated. �C `'. ,-9_ 5)Gable requires continuous bottom chord bearing. .Q 6)Gable studs spaced at 1-4-0 oc. 855 PE �' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)40,41,42,43,44,46,47,48,49,38,37,36, �. 35,34,32,31,30,29 except(jt=1b)26=1772,2=1761,50=114,28=114. ��(„ OREGON 11)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. ... GL to 4\ 12)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33)Connect truss to resist drag loads along bottom chord .1/ . 1'z 4' from 0-0-0 to 34-0-0 for 200.0 plf. tiOsEp,` 0 daltir�i � 6�tl �ak*Member end fixity model was used in the analysis and design of this truss. V �'1 - RENEWAL DATE: 12/31/2013 October 3,2012 - 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 jiN 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, c', 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 Homes Summer Creek bldgg 4 roof 15983299 B1209541 C01-A GABLE 1 1 Job Referenceloptionall 7.250 s May11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:30 2012 Page 2 Pm-Build Clackamas Truss,Clackamas,OR 97015-1129,tom I D:e0v4fxQ170tePi9cH6bjnCzgerb-YOrKIspJ97uP 1 Rk8FuFoCY?E832FbLcGiGzjIzyX74p LOAD CASE(S) Standard t 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 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983300 81209541 CO2 DBL.FINK 3 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc. Wed Oct 03 12:41:31 2012 Page 1 I D:e0v4fxQ170tePi9cH6bjnCzgerb-ObPiyCgxwROGebJKobm 1 kmYOHTLrKhVQwwjGHQyX74o 1-01 6-5-14 12-0-0 17-0-0 20-0-0 22-0-0 27-6-2 29-6-0 34-0-05-0-9 -0-0 6-5-14 5-6-2 5-0-0 3-0-0 2-0-0 5-6-2 1-11-14 4-6-0 -0-0 Scale=1:65.0 4x6= 6.00 12 6 12 2x4 I 2x4 5 7 3.10 i 4op 3x4 1 8 3x4 2x4 3 9 ,% 5 10 C: 4 2 M v]1 ii 8i B2 x O -- 3x8 = 14 13 12 11 2x4 II 8x8= 8x8 = 3x6 = 6-5-14 12-0-0 I 15-0-0 22-0-0 I 25-0-0 27-6-2 34-0-0 6-5-14 5-6-2 3-0-0 7-0-0 3-0-0 2-6-2 6-5-14 Plate Offsets(X,Y): [2:0-8-4,0-0-6],[6:0-3-0,0-1-4],[8:0-1-4,0-1-8],[9:0-2-0,0-0-8],[12:0-2-12,Edge],[13:0-2-12,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.51 Vert(LL) -0.24 12-13 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.59 12-13 >679 180 BCLL 0.0 ' Rep Stress Ina- Yes WB 0.52 Horz(TL) 0.11 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 195 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except end verticals. ' BOT CHORD 2 x 4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bracing. B2:2 X 6 DF No.2 WEBS 1 Row at midpt 3-13,8-11 WEBS 2 x 4 DF Std G*Except* W1:2 x 4 DF No.1&Btr G REACTIONS (lb/size) 2=1757/0-5-8 (min.0-1-14),11=1878/0-5-8 (min.0-2-0) Max Horz 2=211(LC 5) Max Uplift 2=-253(LC 5),11=-200(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3189/351,3-4=-2432/225,4-5=-2279/240,5-6=-2402/392,6-7=-1956/289,7-8=-1939/183, 9-11=-255/148 BOT CHORD 2-14=-432/2752,13-14=-432/2752,13-15=-72/1462,15-16=-71/1463,16-17=-71/1464,17-18=-70/1466, 12-18=-70/1467,12-19=-85/1308,19-20=-85/1306,11-20=-86/1306 WEBS 7-12=-361/202,5-13=-528/295,3-13=-756/269,3-14=0/294,8-12=0/569,6-13=-244/1314,6-12=-103/594, 8-11=-1993/138 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 115.OIb AC unit load placed on the bottom chord,20-0-0 from left end,supported at two points,5-0-0 apart. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)A plate rating reduction of 20%has been applied for the green lumber members. . 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=253,11=200. ,. i1, PR/y 8)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. ,�VU pfiet, 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. . {VAN �n t 4,12 LOAD CASE(S) Standard '�� 17 V ,T Q' 8552 'E p,., DREG s / 1 . GL y'12 241 L-1 JQSEPN ' RENEWAL DATE: 12/31/2013 October 3,2012 - 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 N 1,:///i/ 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,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 Homes Summer Creek bldgg 4 roof 15983301 91209541 CO2-A DBL.FINK 3 1 Job Reference footionall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:32 2012 Page 1 I D:e0v4fxQ17OteP i9cH6bjnCzg erb-Unz4AYrZh k87 G IuXMJ H G Hz5aUtde3 BmZ9aSgpsyX74n 1-0-0 6-5-14 12-0-0 17-0-0 22-0-0 27-6-2 34-0-0 335-0- ]1-0-0I 6-5-14 I 5-6-2 { 5-0-0 5-0-0 5-6-2 I pp 6-5-14 i1-0-01 Scale=1:57.4 4x6 = 6.00 12 6 71 ',14414142x4 II 2x4 II 3x6 s.„, 7 3x6 4 8 0 4740 3x4 i 3x4 3 9 �, 2 llIllillIlIlIllkih... 10 v11 mi cTi< E. t./ 7Z _ 11 I4 3x8= 15 14 13 12 3x8= 2x4 II 8x8 = 8x8= 2x4 H 6-5-14I 12-0-0 I 22-0-0 27-6-2 34-0-0 6-5-14 5-6-2 10-0-0 5-6-2 6-5-14 Plate Offsets(X,Y): [2:0-8-4,0-0-6],[6:0-3-0,0-1-12],[10:0-8-4,0-0-6],[13:0-2-12,Edge],[14:0-2-12,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.48 Vert(LL) -0.2813-14 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.80 Vert(TL) -0.7713-14 >523 180 BCLL 0.0 • Rep Stress Ina YES WB 0.32 Horz(TL) 0.14 10 n/a n/a BCDL 10.0 Code IRC2009/1P12007 (Matrix) Weight:174 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. _ B2:2 X 6 DF No.2 WEBS 2 x 4 DF Std G*Except` W1:2 x 4 DF No.1&Btr G REACTIONS (Ib/size) 2=1753/0-5-8 (min.0-1-14),10=1753/0-5-8 (min.0-1-14) Max Horz 2=114(LC 5) Max Uplift 2=-234(LC 5),10=-234(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3130/302,3-4=-2649/218,4-5=-2498/236,5-6=-2658/354,6-7=-2658/354,7-8=-2498/236, 8-9=-2649/218,9-10=-3130/303 BOT CHORD 2-15=-283/2688,14-15=-283/2688,14-16=-21/1690,16-17=-21/1690,13-17=-21/1690,12-13=-169/2688, 10-12=-169/2688 WEBS 6-13=-180/1172,7-13=-395/225,9-13=-478/198,6-14=-181/1172,5-14=-395/225,3-14=-478/198 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)115.0Ib AC unit load placed on the bottom chord,17-0-0 from left end,supported at two points,5-0-0 apart. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb)2=234,10=234. 8)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. SC 4 n Ar 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `l 5_U fi - LOAD CASE(S) Standard (., j 'C�,` `y��`/j ,12°4' Q 855 •E r 9I- OREG•N,� , t 14 60"12 ZAP .:-) y`'asEPH °. RENEWAL DATE: 12/31/2013 October 3,2012 • 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 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 designations shown on individual web and chord members are for compression buckling only,not forbuilding stability bracing.Additional temporary restraint/ illi 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 NSULTING LLC I SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983302 B1209541 CO3 DBL.FINK 6 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 112011 MiTek Industries,Inc.Wed Oct 03 12:41:33 2012 Page 1 ID:e0v4fx0170tePi9cH6bjnCzgerb-yzXSNusBS2G uvTjwOoVpBdlsHlGob2jOECNMIyX74m 6-5-14 12-0-0 17-0-0 i 20-0-0 1 22-0-0 1 27-6-2 1 29-6-0 1 34-0-0 $5-0-4 6-5-14 5-6-2 5-0-0 3-0-0 2-0-0 5-6-2 1-11-14 4-6-0 -0-0 Scale=1:64.9 4x6 = • 6.00 12 5 2x4 1 2x4 I I 3x10 3 4.111111.11 3x4 7 c., 0 O 3x4 i 1 2x4811111111 / 11 8 5 9 4 111111111111M W7 v W6 A 1 71 HBe _ B2 B3 o K 3x8 = 13 12 11 10 2x4 II 8x8 = 8x8 = 3x6 = 6-5-14 12-0-0 15-0-0 22-0-0 25-0-0 ] 27-6-2 34-0-0 6-5-14 5-6-2 3-0-0 7-0-0 3-0-0 2-6-2 6-5-14 , Plate Offsets(X,Y): [1:0-8-4,0-0-6],[5:0-3-0,0-1-4],[7:0-1-4,0-1-8],[8:0-2-0,0-0-8],[11:0-2-12,Edge],[12:0-2-12,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.51 Vert(LL) -0.24 11-12 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.60 11-12 >673 180 BCLL 0.0 * Rep Stress lncr Yes WB 0.51 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:193 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except end verticals. BOT CHORD 2 x 4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 9-8-11 oc bracing. B2:2 X 6 DF No.2 WEBS 1 Row at midpt 2-12,7-10 WEBS 2 x 4 DF Std G*Except* W1:2 x 4 DF No.1&Btr G REACTIONS (lb/size) 1=1675/Mechanical,10=1886/0-5-8 (min.0-2-0) Max Horz 1=187(LC 5) Max Uplift 1=-198(LC 5),10=-201(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3254/370,2-3=-2454/230,3-4=-2301/245,4-5=-2423/396,5-6=-1966/290,6-7=-1949/184, 8-10=-255/148 BOT CHORD 1-13=-451/2823,12-13=-451/2823,12-14=-74/1473,14-15=-74/1473,15-16=-73/1475,16-17=-73/1477, 11-17=-72/1477,11-18=-87/1314,18-19=-87/1313,10-19=-87/1312 WEBS 6-11=-361/202,4-12=-525/294,2-12=-808/285,2-13=0/299,7-11=0/573,5-12=-248/1330,5-11=-103/592, 7-10=-2003/141 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)115.OIb AC unit load placed on the bottom chord,20-0-0 from left end,supported at two points,5-0-0 apart. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. -"LR p 0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=198,10=201. ,ct�4U ` i,F ,5 e 9)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. 3. . llG1NE d4 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ��\ ,�1 F� C? ;, LOAD CASE(S) Standard C>; 85525PE { "PA d REGON ti �2' 14. - '122,x` 4% "OSEpvk �" RENEWAL DATE: 12/31/2013 October 3,2012 . k f 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 A of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint ii 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, �f 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 Homes Summer Creek bldgg 4 roof 15983303 81209541 CO3-A DBL.FINK 6 1 Job Reference/optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:34 2012 Page 1 ID:6DTTsHRNuh0V1 skogg6yKQzgera-QA5rbEspDMOrV32vUkKkMOAv7gJ2X51scuxwulyX741 6-5-14I 12-0-0 [ 17-0-0 22-0-0 ( 27-6-2 34-0-05-0-O 6-5-14 5-6-2 5-0-0 5-0-0 5-6-2 6-5-14 1-0-0 Scale=1:56.9 4x6= 6.00 12 5 1 2x41,1 / 62x4 1I 3x6 i 3x6 3 7 3x4 3x4 • 2 8 W \W2 Wt 11.Allkij g Z o it o 3x8 = 14 13 12 11 3x6 = 2x4 II 8x8 = 8x8 = 2x4 II 6-5-14 12-0-0 22-0-0I 27-6-2 34-0-0 , 6-5-14 5-6-2 10-0-0 5-6-2 6-5-14 Plate Offsets(X,Y): [1:0-8-4,0-0-6],[5:0-3-0,0-1-12],[9:0-8-4,0-0-6],[12:0-2-12,Edge],[13:0-2-12,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.54 Vert(LL) -0.28 12-13 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.81 Vert(TL) -0.78 12-13 >518 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(TL) 0.14 9 n/a n/a BCDL 10.0 Code IRC2009/rP12007 (Matrix) Weight 173 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2 X6DF No.2 WEBS 2 x 4 DF Std 0*Except* W1:2 x 4 DF No.1&Btr G REACTIONS (lb/size) 1=1670/Mechanical,9=1761/0-5-8 (min.0-1-14) Max Hors 1=-123(LC 6) Max Uplift 1=-180(LC 5),9=-235(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3197/321,2-3=-2681/225,3-4=-2530/243,4-5=-2688/360,5-6=-2675/355,6-7=-2515/237, 7-8=-2666/219,8-9=-3146/304 BOT CHORD 1-14=-302/2760,13-14=-302/2760,13-15=-25/1705,15-16=-25/1705,12-16=-25/1705,11-12=-171/2703, 9-11=-171/2703 WEBS 5-12=-180/1172,6-12=-395/225,8-12=-477/198,5-13=-186/1193,4-13=-391/223,2-13=-526/213 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 115.OIb AC unit load placed on the bottom chord,17-0-0 from left end,supported at two points,5-0-0 apart. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except)jt=lb)1=180,9=235. . ri (� t- 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/I-PI 1. �1, v • ROTe� 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. \Ca l,r�IN - t�WO LOAD CASE(S) Standard "444 \v C Q 855 PE r 9� OREGON,� 4f 14, 60'12 12 `2- N :11-` JOSEPN ti • RENEWAL DATE: 12/31/2013 October 3,2012 1 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 E 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,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 Homes Summer Creek bldgg 4 roof 15983304 B1209541 C04 GABLE 1 1 Job Reference(octional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:36 2012 Page 1 I D:e0v4fxQ17OtePi9cH6bjnCzgerb-NYCb?wu4lzeZIMBIb9MCRpFG2U5n?tE94CQ 1 ydyX74j 17-0-0 20-0-0 1 29-6-0 I 34-0-0 33-0-9 17-0-0 3-0-0 9-6-0 4-6-0 0-0 4x4 = Scale=1:70.0 6.00 12 16 17 15 14 2 - 18 13 - = 19 3x6 ! 12 _ 20 11 _ 21 9 10 _ 22 8 0. 23 RR R 6x8 0 7 .25913 1-1413 R,2 24 25 6 9T 5 S 10 ST11 5-11 Si 0 '� 28 4 Sia ST3 , 27 g _ Si7 Sid ST S3 1 is T1 S1 S 3 S ' ST5 S 5 v ri „r1 O• x x x x x x x x x x x x x x .c x x x x x x x x x x - XX x x x x x x x-x x x x x x xb- x x 6x10 i 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 5x8 = 5x8 H 10x10 = 15-0-0 25-0-0 34-0-0 15-0-0 10-0-0 9-0-0 Plate Offsets(X,Y): [1:0-5-6,0-3-0],[25:0-2-8,0-1-12],[28:Edge,0-3-8],[38:0-4-0,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.00 26 n/r 180 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.41 Vert(TL) -0.00 26-27 n/r 180 BCLL 0.0 * Rep Stress Incr Yes WB 0.87 Horz(TL) 0.06 36 n/a n/a BCDL 10.0 Code IRC20097TPI2007 (Matrix) Wind(LL) -0.00 26 n/r 90 Weight:293 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 3-2-4 oc bracing. , WEBS 2 x 4 OF No.1&Btr G*Except` WEBS 1 Row at midpt 16-38,15-39,14-40,17-37,18-36,25-28 W2:2x4DFStd G OTHERS 2 x 4 DF Std G*Except* ST14,ST15:2 x 4 DF No.1&Btr G WEDGE Left 2 X 6 DF No.2 REACTIONS All bearings 34-0-0. (Ib)- Max Horz 1=187(LC 5) Max Uplift All uplift 100 lb or less at joint(s)39,40,41,42,43,44,45,46,47,48,49,50,37,36, 35,34,33,32 except 1=-2241(LC 11),38=-228(LC 14),51=-132(LC 16),31=-118(LC 18), 30=-293(LC 17),29=-3962(LC 17),28=-5214(LC 14) Max Gray All reactions 250 lb or less at joint(s)39,40,41,42,43,44,45,46,47,48,49,50,37, 36,35,34,33,32,31 except 1=2347(LC 10),38=459(LC 17),51=299(LC 25),30=358(LC 28), 29=3940(LC 28),28=5403(LC 9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-5110/4874,2-3=-4436/4305,3-4=-4113/3988,4-5=-3786/3723,5-6=-3460/3433,6-7=-3135/3154, 7-8=-2819/2876,8-9=-2519/2598,9-10=-2341/2334,10-11=-2221/2319,11-12=-1922/2041, 12-13=-1624/1762,13-14=-1326/1484,14-15=-1034/1214,15-16=-699/908,16-17=-385/610,17-18=-229/397, 18-19=-532/669,19-20=-831/939,20-21=-1128/1208,21-22=-1427/1479,22-23=-1728/1753, 23-24=-1987/1993,24-25=-2395/2380,25-26=-439/511 BOT CHORD 1-51=-4330/4431,50-51=-3815/3871,49-50=-3530/3631,48-49=-3282/3364,47-48=-3015/3097, 46-47=-2749/2831,45-46=-2482/2564,44-45=-2215/2297,43-44=-1949/2031,42-43=-1682/1764, 41-42=-1415/1497,40-41=-1149/1231,39-40=-882/964,38-39=-615/697,37-38=-349/431,36-37=-172/254, _.. 35-36=-439/521 34-35=-705/787,33-34=-972/1054,32-33=-1239/1321,31-32=-1506/1587, Rn n�1 30-31=-1772/1854,29-30=-2039/2121,28-29=-2373/2454 g0t) PR QPr WEBS 16-38=-443/249,24-30=336/306,25-29=-3901/3985,25-28=-5973/5777 �"t '(��. CA s6 NOTES -�.I• F �' 1)Unbalanced roof live loads have been considered for this design. :5 5PE r 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. N. I 5)Gable requires continuous bottom chord bearing. OREGON 6)Gable studs spaced at 1-4-0 oc. L 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -14, 2 '2. j 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom t frry�EpH c ConNY� e°Tier members. V RENEWAL DATE: 12/31/2013 October 3,2012 I 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 , of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer.Lateral restraint in t 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 /�"�f"NSULflNG LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983304 61209541 C04 GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:36 2012 Page 2 I D:e0v4fxQ170tePi9cH6bjnCzgerb-NYCb?wu4lzeZIMBIb9MC RpFG2U5n?tE94CQ 1 ydyX74j NOTES , 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)39,40,41,42,43,44,45,46,47,48,49,50,37,36,35,34,33,32 except Qt=1b)1=2241, 38=228,51=132,31=118,30=293,29=3962,28=5214. 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. 12)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 34-0-0 for 200.0 plf. 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ' 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 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 1,006-89 and BCSI(Building Component Safety Information)available from CONSULTING LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983305 B1209541 C04-A GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:392012 Page 1 ID:aP1 r4dS?f?BMeOJ_OXdBsdzgerZ-n7ukexwy2u07cgwtGHvv3Stmth6CCQrbmAfhZyyX74g 17-0-0I 34-0-0 35-0-9 17-0-0 17-0-0 1-0-0 Scale=1:57.9 4x4= 6.00 112 13 12 _ 14 11 15 10 - _ 16 :x67e : i`1 2 `%. 20 5 7 2 1 S�11 . q - ST9 ST10 ST10 S3 22 3 - TSTg ST3 7 ST - - S 23 ST6 STST' 2 2 4 ST4 S 4 ST3 ST 2SI 1 25 <I gi ® ® ® Ip ® ® ® 0 , 0 ® ® ® q ® 26 ]e 6 V V V V V V V V VY V V V V V V V YY V V V V V V V V V V V V VV V V V V V V V V V V V V VV V V Y V Y YY Y V Y V V Y Y 6 4x8 = 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 4x8 = 3x6 = 3x6 = I 34-0-0 34-0-0 Plate Offsets(X,Y): [1:0-0-0,0-0-4],[19:0-0-0,0-0-0],[25:0-0-0,0-0-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.47 Vert(LL) 0.00 26 n/r 180 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.42 Vert(TL) 0.01 26 n/r 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.04 37 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Wind(LL) 0.00 25 n/r 90 Weight:236 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 3-7-9 oc bracing. OTHERS 2 x 4 DF Std G WEBS 1 Row at midpt 13-38 Y REACTIONS All bearings 34-0-0. (Ib)- Max Horz 1=-123(LC 17) Max Uplift All uplift 100 lb or less at joint(s)39,40,41,42,43,45,46,47,48,37,36,35,34,33, 31,30,29,28 except 25=-1772(LC 18),1=-1745(LC 17),49=-135(LC 16),27=-114(LC 17) Max Gray All reactions 250 lb or less at joint(s)38,39,40,41,42,43,45,46,47,48,37,36,35, 34,33,31,30,29,28 except 25=1958(LC 9),1=1875(LC 10),49=377(LC 25),27=352(LC 28) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3967/3845,2-3=-3061/3032,3-4=-2717/2711,4-5=-2428/2464,5-6=-2118/2185,6-7=-1820/1907, 7-8=-1646/1643,8-9=-1521/1628,9-10=-1223/1350,10-11=-925/1071,11-12=-627/796,12-13=-333/484, 13-14=-333/480,14-15=-627/784,15-16=-925/1050,16-17=-1223/1320,17-18=-1521/1589, 18-19=-1605/1634,19-20=-1820/1860,20-21=-2118/2138,21-22=-2416/2416,22-23=-2690/2698, 23-24=-3037/2990,24-25=-3917/3805 BOT CHORD 1-49=-3371/3545,48-49=-2661/2812,47-48=-2368/2545,46-47=-2128/2279,45-46=-1861/2012, 44-45=-1594/1745,43-44=-1354/1505,42-43=-1328/1479,41-42=-1061/1212,40-41=-794/945, 39-40=-528/679,38-39=-261/412,37-38=-261/412,36-37=-528/679,35-36=-794/945,34-35=-1061/1212, 33-34=-1328/1479,32-33=-1354/1505,31-32=-1594/1745,30-31=-1861/2012,29-30=-2128/2279, 28-29=-2368/2545,27-28=-2661/2812,25-27=-3351/3545 WEBS 2-49=-267/152,24-27=-255/142 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ` p PRDF�.. 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as LV applicable,or consult qualified building designer as per ANSI/TPI 1. /�� GNC �c 4)All plates are 2x4 MT20 unless otherwise indicated. �\ '{�,` `/¢ 5)Gable requires continuous bottom chord bearing. ,fr 6)Gablet studss spaced been at 1-4-0 oc. ,.._'.41 PE r 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)39,40,41,42,43,45,46,47,48,37,36,35, • It34,33,31,30,29,28 except(jt=lb)25=1772,1=1745,49=135,27=114. J OREGO ,` <! 11)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. 6'4'12 ' J 12)This truss has been designed for a total drag load of 200 p11.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord 141T y 2 2- ,r' from 0-0-0 to 34-0-0 for 200.0 plf. 8 f{yRJS +�'�j C1Q tir�i �S�luakv2Member end fixity model was used in the analysis and design of this truss. EPr' RENEWAL DATE: 12/31/2013 October 3,2012 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 rt of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint Di 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 LLC SBCA at www.sbcindustry.com. VV/i� �i Job Truss Truss TypeQty Ply Pulte Homes Summer Creek bldgg 4 roof B1209541 C04-A GABLE 1 1 15983305 Job Reference(ooticnal) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,torn 7.250 s May 11 2011 MiTek Industries,Inc. Wed Oct 03 12:41:39 2012 Page 2 ID:aP 1 r4dS?t?8Me0J_OXdBsdzgerZ-n7ukeuwy2u07cgwtGHw3Stmth6CCQrbmAfhZyyX74g LOAD CASE(S) Standard 1 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 ' 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 structureM111Mit is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control,storage, CONSULTING�i delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and SCSI(Building Component Safety Information)available from CONSULTING LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983306 81209541 001 GABLE 2 1 Job Reference(optional) — Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc. Wed Oct 03 12:41:39 2012 Page 1 I D:aP 1 r4dSm8Me0J_OXdBsdzgerZ-n7ukexwy2u07cgwtGHw3SttmhCZCR5bmAfhZyyX74g -0-9-0 I 4-4-5 7 8-6I 7-3-10 -7-1 I 12-0-0I 12-9-0 0-9-0 4-4-5 0-4-1 2-7-4 0-4-1 4-4-5 0-9-0 Scale=1:22.2 4x6= 4x6= 6 • 5 a2 1 7 — 8.00 12 4 IS 9 - 3T1 O 3T3 ST3 ST3 — a T1 -T2 ST2 ST1 ST1 [� 10 qI 2 r - , - u 1 11 o . . . .. . .... ..... ....... . ........ , 18 17 16 15 14 13 12 3x6 = 3x6 = I 4-4-S8-6 7-3-10 7-7-11 12-0-0 4-4-5 b-4-1 2-7-4 6-0-1 4-4-5 Plate Offsets(X,Y): [2:0-3-9,0-1-8],[5:0-3-0,0-0-8],[7:0-3-0,0-0-8],[10:0-3-9,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.03 Vert(LL) -0.00 10 n/r 180 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.02 Vert(TL) 0.00 10 n/r 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Wind(LL) 0.00 10 n/r 90 Weight:58 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2 x 4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):5-7. OTHERS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 12-0-0. (Ib)- Max Horz 2=84(LC 4) Max Uplift All uplift 100 lb or less at joint(s)2,10,15,16,17,18,13,12 y Max Gray All reactions 250 lb or less at joint(s)2,10,15,16,17,18,14,13,12 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,10,15,16,17,18,13,12. 12)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. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. - t' r11 Ej�.y tr 14)Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. i_!lOPeo LOAD CASE(S) Standard e`��� 04C'�NEFR.% cc 85 5PE r- . ' /, 9 9OREGON , 17� Gty,y2 ? f� `'OsEPN 9 � RENEWAL DATE: 12/31/2013 October 3,2012 I 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 Z of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraintit 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, LLC�p delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from "" SBCA at www.sbcindustry.com. CONSULTING Job Truss Truss Type Ory Ply Pulte Homes Summer Creek bldgg 4 roof 15983307 002 HOWE 2 812095412 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc. Wed Oct 03 12:41:41 2012 Page 1 I D:2bbDHySdQJGDGAtByFBQPrzgerY-j WOU3dyCaVGrr74FOiyN8tz8GVnugCzuETBoeryX74e 3-3-15 6-0-0 8-8-1 12-0-0 3-3-15 2-8-1 2-8-1 3-3-15 • 4x6 II Scale=1:28.0 3 /, 8.00 12 3x6 i 3x6 4 # ,'` 5 4 ..mmilmoIIIsmI e�llll 111 A a ;;6x12 i HUS26 8 HUS26 7 HUS26 6 HUS26 =; 3x6 H 8x8 = 3x6 II 6x12 Q HUS26 3-3-15 I 6-0-0 I 8-8-1 I 12-0-0 3-3-15 2-8-1 2-8-1 3-3-15 Plate Offsets(X,V): [1:0-4-8,0-2-8],[2:0-2-4,0-1-8],[4:0-2-4,0-1-8],[5:0-4-8,0-2-8],[6:0-4-8,0-1-8],[7:0-4-0,0-4-8],[8:0-4-8,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.35 Vert(LL) -0.05 6-7 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.47 Vert(TL) -0.13 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.58 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:130 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins. BOT CHORD 2 X 6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G*Except' W1:2 x 4 DF No.1&Btr G WEDGE Left:2 x 4 DF Std,Right:2 x 4 DF Std REACTIONS (lb/size) 1=5269/0-5-8 (min.0-3-14),5=5269/0-5-8 (min.0-3-14) ir Max Hoa 1=114(LC 13) Max Uplift1=-3525(LC 15),5=-3525(LC 18) Max Gray 1=7782(LC 10),5=7782(LC 9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-11734/5505,2-3=-7291/2880,3-4=-7291/2880,4-5=-11734/5506 BOT CHORD 1-9=-4511/9563,8-9=-3598/8650,8-10=-2600/7720,7-10=-2348/7400,7-11=-2309/7400,6-11=-2561/7720, 6-12=-3559/8650,5-12=-4472/9563 WEBS 2-8=-580/2734,3-7=-1143/5806,4-6=-581/2734,2-7=-2430/656,4-7=-2430/657 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 0-5-0 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 roof live loads have been considered for this design. 4)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; , Lumber DOL=1.33 plate grip DOL=1 33 G' PR� r 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 C's 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom w\Ca `GENE •;go chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. l(,r 'p" 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)1=3525,5=3525. C. 855 PE � 9)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. 10)This truss has been designed for a total drag load of 625 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord , from 0-0-0 to 12-0-0 for 625.0 plf. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-0 from the left end to 10-0-0 to connect ,(� truss(es)CO3(1 ply 2 x 4 DF) to front face of bottom chord. �A OREGO 13)Fill all nail holes where hanger is in contact with lumber. ih\ 4 tq. LOAD CASE(S) Standard Q Y 1 2 V"� sEP Continued on page 2 RENEWAL DATE: 12/31/2013 October 3,2012 - 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 Z of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer.Lateral restraint IOJ 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 CONSULT/NG LLC SBCA at www.sbcindustry.com. Job Truss Truss Type .Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983307 B1209541 D02 HOWE 2 2 Job Reference(notional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:41 2012 Page 2 I D:2bbDHySdQJGDGAtByF8QPrzgerY-jW0U3dyCaVGrr74F0iyN8tz8GVnugCzu ET8oeryX74e LOAD CASE(S) Standard 1)Regular Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-20,1-3=-70,3-5=-70 Concentrated Loads(Ib) Vert:7=-1900(F)9=-1900(F)10=-1900(F)11=-1900(F)12=-1900(F) ' 1 AWARNING-Verity 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, u�. delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING LSC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983308 B1209541 E01 GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc. Wed Oct 03 12:41:42 2012 Page 1 ID:2bbDHySdQJGDGAtByF8QPrzgerY-BiZsGzzgKpOiTHfSyPTch4VO0vEIPow1S7tLAHyX74d -0-9-0 1 5-5-12 I 10-11-8 11-8-8 t 0-9-0 5-5-12 5-5-12 0-9-0 4x4 = Scale=1:25.4 6 I, 7 5 0.00 12 • 8 4 9 • B. 3 r�-I 2 .-IA1 , A A AkikIiii, ` 70 HI IIII Ill r BIB1 Ill Ill NI ` 11 Ie 3x6= 18 17 16 15 14 13 12 3x6 = 10-11-8 10-11-8 Plate Offsets(X,Y): [2:0-3-9,0-1-8],[10:0-3-9,0-1-8] LOADING (psf) SPACING 2-0-0 ' CSI DEFL in (loc) 1/def1 Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.03 Vert(LL) -0.00 10 n/r 180 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.01 Vert(TL) -0.00 10 n/r 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Wind(LL) 0.00 10 n/r 90 Weight:54 lb FT=10% LUMBER BRACING rTOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 x 4 DF Std G REACTIONS All bearings 10-11-8. (Ib)- Max Horz 2=-108(LC 3) Max Uplift All uplift 100 lb or less at joint(s)2,10,16,17,18,14,13,12 Max Gray All reactions 250 lb or less at joint(s)2,10,15,16,17,18,14,13,12 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,10,16,17,18,14,13,12. 9)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. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,i),cOPROp ��'ca 'c,..3. t�yG�N E6' f q Q. 8 5PE r 13 OREGON R 94, �'4Y12845 ,�'�` nr L'IOSEPN A RENEWAL DATE: 12/31/2013 October 3,2012 - I 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 of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint Z/1///// 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, CONSULTING p delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONI LIING LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983309 B1209541 E02 HOWE 1 2 Job Reference loolionall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:43 2012 Page 1 I D:2bbDHySdQJGDGAtByFBQPrzgerY-gu7EUJzT57 WZSREeV7_rDl2T1 JSc85BBhndvijyX74c 2-8-14 5-5-12 8-2-10 10-11-8 2-8-14 2-8-14 2-8-14 2-8-14 4x6 H Scale=1:25.5 3 /l1 8.00 12 I 3x6 13x6 4 o 4 r I r 5 1 „,,,A 1w/ ,I� ,; r __...„......._6x12 i HUS26 8 HUS26 7 HUS26Mall 6 HUS26 =, O/ 3x8 II 8x8 = 3x8 H 6x12 Q HUS26 2-8-14 5-5-12 8-2-10 10-11-8 2-8-14 2-8-14 2-8-14 2-8-14 Plate Offsets(X,Y): [1:0-4-8,0-2-8],[2:0-2-4,0-1-8],[4:0-2-4,0-1-8],[5:0-4-8,0-2-8],[6:0-4-12,0-1-8],[7:0-4-0,0-4-12],[8:0-4-12,0-1-8] LOADING(pst) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.05 7-8 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.46 Vert(TL) -0.13 7-8 >998 180 BCLL 0.0 * Rep Stress Incr NO WB 0.60 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 118 lb FT=10% LUMBER BRACING •TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD 2 X 6 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G*Except* W1:2 x 4 DF No.1&Btr G WEDGE Left:2 x 4 OF Std,Right:2 x 4 DF Std REACTIONS (lb/size) 1=5381/0-5-8 (min.0-3-15),5=6564/0-5-8 (min.0-4-9) Max Horz 1=-104(LC 12) Max Uplift 1=-3612(LC 15),5=-3845(LC 18) Max Gray 1=7957(LC 10),5=g140(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-12156/5640,2-3=-7820/3186,3-4=-7824/3187,4-5=-12288/5667 BOT CHORD 1-9=-4699/10037,8-9=-3540/8798,8-10=-2830/8088,7-10=-2140/7398,7-11=-1454/6652,6-11=-3007/8405, 6-12=-4254/9652,5-12=-4588/9987 WEBS 3-7=-1164/5984,4-7=-2539/712,4-6=-624/2841,2-7=-2389/682,2-8=-599/2714 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 0-3-0 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 roof live loads have been considered for this design. 4)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;endosed;MWFRS(low-dse)gable end zone;cantilever left and right exposed; ,. -p--- Lumber DOL=1.33 plate grip DOL=1.33 L� ` V 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G(�L `s!t 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom `��L!`G N ' ' chord and any other members. 4✓` 7)A plate rating reduction of 20%has been applied for the green lumber members. 0 GfJp 9 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=3612,5=3845. Q O� -..P t' 9)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. / 10)This truss has been designed for a total drag load of 700 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 10-11-7 for 700.1 plf. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Use Simpson Strong-Tie HUS26(14-16d Girder,4-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-0 from the left end to 10-0-0 to connect11 0 C(.'`�(� 4”truss(es)A03(1 ply 2 x 4 DF)to front face of bottom chord. 1- 4/ *`GON>A„ 13)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 114,�64'12 Y�Z 2PN V��� ©sE Continued on page 2 RENEWAL DATE: 12/31/2013 October 3,2012 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 iliffi 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983309 61209541 E02 HOWE 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:43 2012 Page 2 ID:2bbDHySdQJGDGAtByF8QPrzgerY-gu7EUJzT57WZ5REeV7_rD12T1JSc85BBhndvijyX74c LOAD CASE(S) Standard 1)Regular Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-70,3-5=-70,1-5=-20 Concentrated Loads(Ib) Vert:6=-2200(F)9=-2200(F)10=-2200(F)11=-2200(F)12=-2200(F) •• f - 1 1 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 Esid 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983310 B1209541 F02 MONO TRUSS 5 1 Job Reference(ootiona0 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:43 2012 Page 1 I D:Xo9bVITFBcO4uKSN Wygfy2zgerX-gu7EUJzT57 WZSREeV7_rD12ZSJZVBEYBhndvijyX74c -1-0-0 I 1-0-0 1-0-0 1-0-0 Scale=1:7.1 6.00 12 2I I 12 304 = 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 2 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 5 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. , REACTIONS (lb/size) 2=156/0-5-8 (min.0-1-8),4=9/Mechanical,3=-8/0-1-8 (min.0-1-8) Max Horz 2=45(LC 5) Max Uplift2=-82(LC 5),3=-8(LC 1) Max Gray 2=156(LC 1),4=19(LC 2),3=12(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)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. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard iac�} P R OFe, c�� NG�N�FR`�i0 8 .2 PE T- GREG®N • N 14/ 410'12 JOSEPH Q� RENEWAL DATE: 12/31/2013 October 3,2012 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 Z of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint it" 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 LLC SBCA at www.sbcindustry.com. CONSULTING Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983311 B1209541 L01 GABLE 1 1 Job Reference(ootionall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:44 2012 Page 1 ID:Xo9bVITFBcO4uKSNWygfy2zgerX-85hdhf 5sQfQibpg3gV4mVagiisyth0KwRMSE9yX74b -0-9-0 1 2-9-4 I 5-6-8 6-3-8 0-9-0 2-9-4 2-9-4 0-9-0 4x4= Scale:3/4"=1' 3 r1 8.00 112 2x4 II All 2x4 II 1 .... "Aillill .1616„., 4 of II II-1 Il ` 5 1'4 1 0 ;= 2x4 II 6 2x4 =; 2x4 II 4x6 = 4x6 = I 2-9-4 5-6-8 2-9-4 2-9-4 Plate Offsets(X,Y): [2:0-0-0,0-0-4],[4:0-0-0,0-0-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.28 Vert(LL) -0.00 6 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.19 Vert(TL) -0.00 2-6 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:24 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-8-5 oc bracing. WEBS 2x4DFStdG OTHERS 2 x 4 DF Std G REACTIONS (lb/size) 2=297/0-5-8 (min.0-1-9),4=297/0-5-8 (min.0-1-9) Max Holz 2=-56(LC 11) . Max Uplift2=-1266(LC 15),4=-1266(LC 18) Max Gray 2=1482(LC 10),4=1482(LC 9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2219/1992,3-4=-2219/1992 BOT CHORD 2-6=-1416/1571,4-6=-1416/1571 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=1266,4=1266. i 9)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. ---- 10)This truss has been designed for a total drag load of 625 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord 4 � A from 0-0-0 to 5-6-8 for 625.0 plf. [+ V VV C �� 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. a t l i - to LOAD CASE(S) Standard Q : 5 •E r �, OREGON 4- 9 `-'0'12 2.°N ��. RENEWAL DATE: 12/31/2013 October 3,2012 1 f 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 EE of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer.Lateral restraint N / 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 LLC SBCA at www.sbcindustry.com. I i Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983312 81209541 L02 GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:44 2012 Page 1 ID:Xo9bVITFBc04uKSNWygfy2zgerX-85hdhf SsQfQibpg3gV4mVaf2isbth5KwRMSE9yX74b -0-9-0 2-9-4 4-11-8 • 0-9-0 2-9-4 2-2-4 4x4 = Scale=1:17.0 3 8.00, 2ik3s6.. m 1 7 ii 2x4 II 4x6 = 6 4x8 2-9-4 I 4-11-8 2-9-4 2-2-4 Plate Offsets(X,Y): [2:0-0-0,0-0-4],[5:0-5-11,0-0-3] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deb L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.38 Vert(LL) -0.00 7 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.22 Vert(TL) -0.00 2-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:20 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-3-5 oc bracing. WEBS 2x4DFStdG SLIDER Right 2 x 4 DF Std-G 1-3-0 REACTIONS (lb/size) 2=283/0-5-8 (min.0-1-10),5=203/Mechanical Max Horz 2=167(LC 13) Max Uplift2=-1350(LC 15),5=-1294(LC 18) Max Gray 2=1552(LC 10),5=1473(LC 9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2337/2141,3-4=-1018/871,4-5=-1736/1544 BOT CHORD 2-7=-1647/1770,5-7=-940/1063 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=1350,5=1294. 8)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. 9)This truss has been designed for a total drag load of 625 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 4-11-8 for 625.0 plf. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Gc\Lty PR0P LOAD CASE(S) Standard C Sr S�•UG�s4 ns°f 855 PE Y" 114.. OREGON, tea' 1 64'12 `P\<,,,..4 JOSHEP `er RENEWAL DATE: 12/31/2 013 October 3,2012 - 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 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, �1r delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING tic SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983313 81209541 M01 MONO TRUSS 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:44 2012 Page 1 ID:APXsFm1cwfpnWKe4i96NFMzgeyY-85hdhf 5sQfQibpg3gV4mVakCiuothoKwRMSE9yX74b -1-0-0 2-0-0 • 1-0-0 2-0-0 Scale=1:9.7 • 6.00 2 E1141 .11.11p 3x4 = 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/11P12007 (Matrix) Weight:7 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • REACTIONS (lb/size) 2=180/0-5-8 (min.0-1-8),4=19/Mechanical,3=48/0-1-8 (min.0-1-8) Max Horz 2=64(LC 5) Max Uplift 2=-69(LC 5),3=-24(LC 5) Max Gray 2=180(LC 1),4=39(LC 2),3=48(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.Il;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)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. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Roo1N4 w PROpe Q 855 . •E pr 9A OREGO• , 4/4.. 11+ 60'i2 2S .$*" JOSEPH � • RENEWAL DATE: 12/31/2013 October 3,2012 t r 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 Ef 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, �f 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 Homes Summer Creek bldgg 4 roof 15983314 81209541 M01-A MONO TRUSS 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:44 2012 Page 1 ID:APXsFml cwfpnWKe4i96NFMzgeyY-85hdhf 5sQfQibpg3gV4mVakCiuothoKwRMSE9yX74b "1"0"0 2-0-0 1-0-0 2-0-0 Scale=1:9.7 6.00 12 2 .111111111W141 3x4 = 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:7 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=180/0-5-8 (min.0-1-8),4=19/Mechanical,3=48/0-1-8 (min.0-1-8) Max Horz 2=64(LC 5) Max Uplift 2=-69(LC 5),3=-24(LC 5) Max Gray 2=180(LC 1),4=39(LC 2),3=48(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)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. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PROFen 414 cc" 8552 E �r /1 OREGON Ij, 12 '/OSEPN RENEWAL DATE: 12/31/2013 October 3,2012 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,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING LSC SBCA at www.sbcindustry.com. Vv I� Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983315 81209541 M02 MONO TRUSS 6 1 Job Reference(ootionall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:45 2012 Page 1 ID:Xo9bVITFBcO4uKSNWygfy2zgerX-cHF?u??jdknHKIN1dY0JIj7vy6E1c82U8560ncyX74a -1-0-0 2-0-0 I 1-0-0 2-0-0 Scale=1:9.7 • 6.00 12 '' 2 I A 1 • ' .1 1 M 3x4 = 1 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:7 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=180/0-5-8 (min.0-1-8),4=19/Mechanical,3=48/0-1-8 (min.0-1-8) Max Horz 2=64(LC 5) 1 Max Uplift 2=-69(LC 5),3=-24(LC 5) Max Gray 2=180(LC 1),4=39(LC 2),3=48(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)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. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard p 'kccest co . NGI{NSF fQ Q 855 —6E t' ,A. v OREGO >, $ • 14, 4/('12 ?5 $�` JOSEPH RENEWAL DATE: 12/31/2013 October 3,2012 • 4 1 AWARNING-Verifydesign 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 ri of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint sa & 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type City Ply Pulte Homes Summer Creek bldgg 4 roof 15983316 B1209541 M02-A MONO TRUSS 6 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:45 2012 Page 1 ID:Xo9bVITF8c04uKSNWygfy2zgerX-cHF?u??jdknHKlNIdY0Jlj7vy6E1 c82U8560ncyX74a -1-0-0 2-0-0 1-0-0 2-0-0 Scale=1:9.7 • 6.00 'ITT 2lir PIA I III I Mt 3x4 = 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:7 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=180/0-5-8 (min.0-1-8),4=19/Mechanical,3=48/0-1-8 (min.0-1-8) Max Hem 2=64(LC 5) Max Uplift 2=-69(LC 5),3=-24(LC 5) Max Gray 2=180(LC 1),4=39(LC 2),3=48(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-dse)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)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. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �DEQ PROrF, ,COsCz 61,401N cit l09 855 :PE <' v DREG• JQSEpiA RENEWAL DATE: 12/31/2013 October 3,2012 • 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 E 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,fabrication,quality control,storage, �f 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 Homes Summer Creek bldgg 4 roof 15983317 81209541 P1 KINGPOST 1 1 , Job Reference(ootiona0 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:46 2012 Page 1 ID:Xo9bVITFBc04uKSNWygfy2zgerX-4TpN6L0LO2v8yvyDBFXYrwg?cWXxLa3dNIrZJ2yX74Z -0-9-0 4-3-12I 8-5-0 0-9-0 4-3-12 4-1-4 Scale=1:21.8 4x4 = 3 r1 8.00 12 N A 4 o11 2 ' B111 i'I f i_ o 1 „ ,/ �/ 2x4 11 5x8 = 6x8 4-3-12 8-5-0 4-3-12 4-1-4 Plate Offsets(X,Y): [2:0-1-6,Edge],[4:0-2-0,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.38 Vert(LL) -0.01 2-5 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.29 Vert(TL) -0.02 2-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:31 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 4-5-8 oc bracing. • WEBS 2x4DFStdG WEDGE Right:2 x 4 DF Std REACTIONS (lb/size) 2=431/0-5-8 (min.0-2-7),4=354/0-5-8 (min.0-2-5) . Max Horz 2=92(LC 13) Max Uplift2=-1929(LC 15),4=-1879(LC 18) . Max Gray 2=2259(LC 10),4=2182(LC 9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3534/3147,3-4=-3109/2759 BOT CHORD 2-5=-2289/2546,4-5=-2172/2429 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=1929,4=1879. 7)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. 8)This truss has been designed for a total drag load of 625 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 8-5-0 for 625.0 plf. n-. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. PRLt LOAD CASE(S) Standard �`c3 �{jI N�t+ �10 414 -r 8552 E r '9A v, RECON„` 4, 9� 6 }'12 `20'` ';-S '/OSEPN ° RENEWAL DATE: 12/31/2013 October 3,2012 f 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 Z of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint litl 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/-PI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTING(LC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983318 B1209541 P2 KINGPOST 1 1 Job Reference(ootional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:46 2012 Page 1 ID:?JzieUtywWxVU 1 Z3fBuUGzgerW-4TpN6LOLO2v8yvyDBFXYrwg 1 p WasLa6dNIrZJ2yX74Z 4-3-12 7-11-8 I 4-3-12 3-7-12 Scale=1:23.3 4x4 = 2 r' 3 8.00 12 4x4 4� 4 1 rn w ,1 d, v M B1 r -1 O o ► , 6 3x4= 2x4 I I 5 4x8 11 4-3-12 7-11-8 4-3-12 3-7-12 Plate Offsets(X,Y): [1:0-0-7,0-0-2],[4:0-5-6,0-0-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.24 Vert(LL) -0.01 1-6 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.10 Vert(TL) -0.02 1-6 >999 180 BCLL 0.0 * Rep Stress Inc( YES WB 0.08 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:32 lb FT=10% LUMBER BRACING. TOP CHORD 2 x 4 DF No.189tr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G SLIDER Right 2 X 6 DF No.2 1-11-4 REACTIONS (lb/size) 1=342/0-5-8 (min.0-1-8),4=346/Mechanical Max Horz 1=-84(LC 3) Max Uplift 1=-51(LC 5),4=-46(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-353/47,2-3=-280/54,3-4=-373/46 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4. 8)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. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard op PR Op i N4 4 : . 25PE r 9ct .� a OREGON'\ 40, 94, 6412ZpN ,4% , `1C)sEP14 O� RENEWAL DATE: 12/31/2013 October 3,2012 - I 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 r of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer.Lateral restraint iffimiii/N 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 ANSIITCONSULTING 1,DSB-89 and BCSI(Building Component Safety Information)available from LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983319 01209541 P KINGPOST 1 1 Job Reference(optionatl Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:45 2012 Page 1 ID:Xo9bVITFBc04uKSNWygfy2zgerX-cHF?u??jdknHKIN1dYOJIj7sB6Djc7nU8560ncyX74a -0-9-0 4-3-12 j 8-7-8 9-4-8 0-9-0 4-3-12 4-3-12 0-9-0 Scale=1:21.8 4x4 = 3 r1 8.00 12 of 2 v B1� `4 5 0 ,/ ►, 2x4 II 4x6= 4x6 = 4-3-12 8-7-8 4-3-12 4-3-12 Plate Offsets(X,Y): [2:0-0-0,0-0-4],[4:0-0-0,0-0-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.01 2-6 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.16 Vert(TL) -0.02 2-6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.08 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:32 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. BOT CHORD 2 x 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4DFStdG REACTIONS (Ib/size) 2=436/0-5-8 (min.0-1-8),4=436/0-5-8 (min.0-1-8) Max Horz 2=86(LC 14) Max Uplift2=-978(LC 15),4=-978(LC 18) Max Gray 2=1314(LC 10),4=1314(LC 9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1911/1514,3-4=-1911/1514 BOT CHORD 2-6=-1085/1360,4-6=-1085/1360 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-dse)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=978,4=978. 7)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. 8)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 8-7-8 for 300.0 plf. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard O pen cc. 8 25PE "' 11,1 ,OREGON 94,/ 4/0'12 12 P\ ‘/OSEPN RENEWAL DATE: 12/31/2013 October 3,2012 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 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 Homes Summer Creek bldgg 4 roof 15983320 81209541 PGE GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc. Wed Oct 03 12:41:46 2012 Page 1 ID:?JzieUtywWxVU1Z3fBuUGzgerW-4TpN6LOLO2v8yvyDBFXYrwg1DWadLaldNIrZJ2yX74Z -0-9-0 4-3-12 8-7-8 9-4-8 I 0-9-0 4-3-12 4-3-12 0-9-0 Scale=1:21.8 4x4 = • 3 2x4 r1 2x4 11 8.00 1 12 1611111111111111111116,.. 4 � 01 2 • J • 81 II • 5 Io 1 2x4 11 6 2x4 II 2x4 3x4= 3x4= 4-3-12 I 8-7-8 4-3-12 4-3-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.21 Vert(LL) -0.01 2-6 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.12 Vert(TL) -0.02 2-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:37 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x4 DF Std G OTHERS 2 x 4 DF Std G REACTIONS (lb/size) 2=436/0-5-8 (min.0-1-8),4=436/0-5-8 (min.0-1-8) Max Horz 2=-86(LC 3) Max Uplift2=-101(LC 5),4=-101(LC 6) r FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-404/44,3-4=-404/44 BOT CHORD 2-6=0/257,4-6=0/257 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-dse)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=101,4=101. 9)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. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard kktO • �� OiNL'E' `�`�!O 52 'E r" 9,4 41 OREGON\ , 4/<1'122.t\e...4" JOSEPH RENEWAL DATE: 12/31/2013 October 3,2012 • 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 gt. 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Oty Ply Pulte Homes Summer Creek bldgg 4 roof 15983321 B1209541 X KINGPOST 3 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:47 2012 Page 1 ID:?jzieUtywWxVU1Z3fBuUGzgerW-YgNIJhOz9L1?Z3XPky2nO8CBjwmi42XmcPb6rUyX74Y 2-10-12 5-9-8 6-6-8 2-10-12 2-10-12 0-9-0 3x6 = Scale=1:16.4 2 8.00 12 NA 3 4." � B1 ` 4 v ' FJ ►/ 4x6 = 4x6= 2-10-12 I 5-9-8 I 2-10-12 2-10-12 Plate Offsets(X,V): [1:0-0-0,0-0-4],[2:0-3-0,Edgej,[3:0-0-0,0-0-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.05 1-3 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.77 Vert(TL) -0.15 1-3 >440 180 BCLL 0.0 • Rep Stress Ina NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:19 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins. BOT CHORD 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. REACTIONS (lb/size) 1=234/0-5-8 (min.0-1-9),3=315/0-5-8 (min.0-1-10) Max Harz 1=-65(LC 3) Max Uplift 1=-1271(LC 15),3=-1321(LC 18) Max Gray 1=1471(LC 10),3=1552(LC 9) • FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2059/1915,2-3=-2285/2129 BOT CHORD 1-3=-1348/1451 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate.grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except)jt=lb)1=1271,3=1321. 7)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. 8)This truss has been designed for a total drag load of 625 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 5-9-8 for 625.0 plf. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PROpe ,. .. �yOIN �' !Q � R 85 PE r v.OREGON 40,� 94,, 6"11'122S 'sEPN �� ` ' RENEWAL DATE: 12/31/2013 October 3,2012 . I 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 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, �p delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from SUL/ING LLC SBCA at www.sbcindustry.com. lW I'If Job Truss Truss Type Qty - Ply Pulte Homes Summer Creek bldgg 4 roof 15983322 B1209541 XGE-1 GABLE 1 1 Job Reference(ootional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7.250 s May 11 2011 MiTek Industries,Inc.Wed Oct03 12:41:47 2012 Page 1 ID:?JzieUtywVAVUIZ3fBuUGzgerW-YgNIJhOz9L1?Z3XPky2nO8CEcwxp42jmcPb6rUyX74Y 2-10-12 5-9-8 ( 6-6-8 2-10-12 2-10-12 0-9-0 4x4 = Scale=1:16.4 a 2 8.00 FIT r1 2x4 II 2x4 w 1111116 1 113 d jA II IN' II filig 4 Io ;; 2x4 5 2x4 II ;; 2x4 11 _ 3x4 = 3x4 = 2-10.12 5-0.8 2-10-12 2-10-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d • PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.11 Vert(LL) -0.00 5 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.06 Vert(TL) -0.01 1-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 24 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins. BOT CHORD 2 x4 DF No.1&BtrG BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G OTHERS 2 x 4 DF Std G REACTIONS (Ib/size) 1=234/0-5-8 (min.0-1-8),3=315/0-5-8 (min.0-1-8) Max Horz 1=-65(LC 3) Max Uplift 1=-34(LC 5),3=-84(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-262/32 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 9)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. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard n p /� ��oPRo � 85 5PE (- p� OREGON,� �Q JOSEPH Ne • RENEWAL DATE: 12/31/2013 October 3,2012 • , 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 i Eiffil 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 LLC SBCA at www.sbcindustry.com. Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983323 B1209541 Z MONO TRUSS 5 1 'Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:47 2012 Page 1 ID:?jzieUtywWxVUlZ3fBuUGzgerW-YgNIJhOz9L1?Z3XPky2nO8CETwu342hmcPb6rUyX74Y -1-0-0 4-0-0 6-0-0 1-0-0 4-0-0 2-0-0 Scale=1:21.1 2x4 6.00 12 3 • 2 ■ . ' 3x4 = 6 204 4-0-0 6-0-0 4-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.12 Vert(LL) -0.01 2-6 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.23 Vert(TL) -0.02 2-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:21 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G REACTIONS All bearings 0-5-8 except(jt=length)4=0-1-8,5=Mechanical. (Ib)- Max Horz 2=139(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4,2,6 Max Gray All reactions 250 lb or less at joint(s)4,2,5 except 6=333(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-252/142 NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,6. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 9)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. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ;a O PRO1 Co 1401N, 6�f 2" 85 . PE -Yr "5:1 OREGON,� 14, 64 t2,200 $s `'QSEPN Off' • RENEWAL DATE: 12/31/2013 October 3,2012 • 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 Efft 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, �c �ry delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from COI.7ULIING LLC SBCA at www.sbcindustry.com. L11 Job Truss Truss Type Qty Ply Pulte Homes Summer Creek bldgg 4 roof 15983324 B1209541 ZGE GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,tom 7250 s May 11 2011 MiTek Industries,Inc.Wed Oct 03 12:41:47 2012 Page 1 ID:?_jzieUtywVVxW 1Z3fBuUGzgerW-YgNIJhOz9L1?Z3XPky2608CD_wtg42XmcPb6rUyX74Y -1-0-0 4-0-0 1-0-0 4-0-0 Scale=1:14.8 2x4 II 6.00 12 2 M ' ■ I 2X4 II 1 ;; 3x4= 4-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.15 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.31 Vert(TL) -0.03 2-4 >999 180 BOLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:15 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 x 4 DF Std G REACTIONS (lb/size) 3=116/0-1-8 (min.0-1-8),2=267/0-5-8 (min.0-1-8),4=37/Mechanical Max Holz 2=101(LC 5) Max Uplift 3=-65(LC 5),2=-78(LC 5) Max Gray 3=116(LC 1),2=267(LC 1),4=74(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)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. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) StandardD (1ROrt, �Gy 11,O1 Nth 85 PE { �, OREGON>` �*. 14, 641'12 2S A. `lOsEpvk 0 ' RENEWAL DATE: 12/31/2013 October 3,2012 ! 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 s ft/ 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, CONSULTING delivery,erection,lateral restraint and diagonal bracing,consult ANSI/7P!1,DSB-89 and SCSI(Building Component Safety Information)available from CONSULTING LLC SBCA at www.sbcindustry.com. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3j4' Center plate on joint unless x,y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. I I (Drawings not to scale) and f II Applyullpylates toembed both sidesteeth. 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 0)/ rr braces themselves may require bracing,or alternative T,I,or Eliminator bracing should be 16 1 2 3 considered. TOP CHORDS 3. Never exceed the design loading shown and never stack materials on inadequately braced Proves. 4. Provide copies of this truss design to the building designer,erection supervisor,property ■MAW rPA owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place lates on each face of truss at each oint and embed full Knots and wane at oint P 1 Y 1O locations are r ulated b ANSI/TPI1. e9 YFor 4 x 2 orientation,locate UOO 7. Design assumes trusses will be suitably protected from the environment in accord with lates 0 X16ANSI/TPI 1. 3\411111 p from outsideO 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. edge of truss. ITii>a O 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative C7-8 C6-7 cis-s 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 plates. 12.Lumber deused 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 width measured perpendicular NUMBERS/LETTERS. pictures alone is notsufficent. 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. Indicated by symbol shown and/or23.It is extremely important to properly install temporary lateral restraint and diagonal bracing,in �/ ESR-1311,ESR 1352,ER 5243,9604B, 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 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 kiMNIP reaction section joint indicates ©2011 DrJ Consulting,LLC All Rights Reserved fabricator.Competent professional advice should be secured relative to these items. number where bearings o 27.The accuracy of the truss design drawing relies upon accurate metal plate connector aimmini design values as published by MiTek and accurate design values for 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 r• cross cutting and in accordance with the published values of lumber rules writing Industry Standards: agencies approved by the Board of Review of the American Lumber Standards ANSI/TPI1: National Design Specification for Metal Committee in accordance with the latest edition of ANSIITPIISection 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 Paneling, CONSULTING LLC Madison,WI 53719 Installing&Bracing offMetal Plate Connected Wood Trusses. 5 . $ -