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Plans (51) 06),L-3 5-7 r s-17L1 . . 1111.1.11111111° D7C 2 1 2015 MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-41 1 UPPER Fax 916/676-1909 POLYGON The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R45659524 thru R45659552 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ‘AGINEE- 87022PE cn cv cl‘ OREGON 8ER /1" •IRE :06/30/20 41P1' October 15,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. 1 w Job Truss Truss Type Qty Ply POLYGON R45659524 PL14-411_UPPER F01 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 1415:32:19 2015 Page 1 ID:c53KNt9S8dZANgLpvMEn7kyCdl1-ZZoeRGLI NIDoSzsoL6CKYbtnntcBIAPAEtddQUyTQoA I 1-0-0 1.5x3 II 1 3x4= 5 2 Scale=1:13.2 : En g t t 1 ■IIN •-_Ir 4 i 3 1.5x3 II 3x4= I 1-3-0 I 1-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in poc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) 0.00 4 `"`" 460 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc purlins, except BOT CHORD 2x4 DF No,1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=183/0-3-8,3=219/Mechanical FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girders)for truss to truss connections. 2)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. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)277 lb down at 0-8-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:3.4=-10,1-2=100 Concentrated Loads(Ib) Vert 5=-277(F) ala D P R OFFS ,NJ' cNGINEF9 s/02� CC' 870 2PE - iv Ncv EAT OREGO ti O1/4 9O F'yBEs \\ On A HEV\-4P EXPIRES:06/30/2017 October 15,2015 / ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1W03/2015 BEFORE USE 11111• Design valid for use only with Meek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate the designminto the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi[T ek" is always required for stabikty and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/11'11 Quality Cr ter a,D5B-89 and SCSI Building Component 109 uite Solely Informo8on available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. SSuites Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659525 PL14-411_UPPER F02 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 14 15:32:21 2015 Page 1 ID:c53KNI9S8dZANgLpvMEnZkyCdl1-VxwPsyNYvvTWriG?ASXFoeOz7khDPDO8ThB6kV MyTQo8 1-0 r -0 1 ,1-1,____10 1 1-2-0 1 p-8-71 1F 2-0 10.11-131 Scale=1:39.9 5x6 I I 3x6 I I 3x6 FP= 3x6 FP= 5x6 I I 5x8 11 5x6 (( 548 I I 1 2 3 4 5 6 7 8 41 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 • • '-a VIVI .1V1 11,19Alir\_ i -AlliklarAllirr N d 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 6x6 = 8x8= 3x6 FP= 6x8 11 5x8 II 5x6 II 5x6 II 6x6 II 8x8= 6x6 _ 1.5x3 SP= 3x5 FP= 6x8 II I 23-1-4 1 23-1-4 Plate Offsets(X,Y)- 132:0-3-0,0-0-01.134:0-3-0,0-0-01 LOADING(psf) SPACING- 1-7-3 CS!. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 027 Vert(LL) -0.18 33 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.29 32 >955 360 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.06 25 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:204 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400E 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 40=1802/0-5-8,25=1724/Mechanical FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2126/0,3-4=-2126/0,4-5=-3962/0,5-6=3962/0,6-7=-3962/0,7-6=-5590/0, 8.41=5590/0,9-41=5590/0,9-10=-5969/0,10-11=5974/0,11-12=-5974/0, 12-13=5823/0,13-14=5823/0,14.15=5433/0,15-16=5433/0,16-17=4691/0, 17-18=-4691/0,18-19=3503/0,19-20=3503/0,20-21=3503/0,21-22=1960/0, 22-23=1960/0 BOT CHORD 39-40=0/1126,38-39=0/3074,37-38=0/4791,36-37=0/4791,35-36=0/5969,34-35=0/5969, 33-34=0/5969,32-33=0/5974,31-32=0/5974,30-31=0/5660,29-30=0/5153, 28-29=0/4146,27-28=0/4146,26-27=0/2781,25-26=0/1061 WEBS 240=2082/0,2-39=0/1926,439=1828/0,23-25=-1962/0,23-26=0/1733, 21-26=-1581/0,21-27=0/1391,18-27=1238/0,438=0/1710,7-38=159810,7-36=0/1558, 8-36=777/0,9-36=-765/0,18-29=0/1051,16-29=889/0,16-30=0/541,1430=437/0, 1431=0!315,12-31=-281/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. �G v PROF Om 3)Refer to girder(s)for truss to truss connections. 4 F 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 �Co �NGINE /O be attached to walls at their outer ends or restrained by other means. C? /1i 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1029 lb down at 6-11-0,and 177 lb �� 9f down at 15-5-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 87'J L. , 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard i N 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 0 � A OR GON �(/ Uniform Loads(pit) j R. Q Vert:25-40=8,1-16=80,16-24=-130(F=-50) 'ACOSAMBER N Concentrated Loads(Ib) A HE�� P Vert:16=-177(B)41=965(B) EXPIRES:06/30/2017 October 15,2015 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03,2015 BEFORE USE 1111 Design vard for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate tics design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members orriy.Additional temporary and permanent bracing a always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regard the Mi[Terequired fabrication,storage,delivery,erection and bracing of trusses and truss systems,see A/431/1P0Quality Cdleda,051-89 and 6CS16oW$ng Component 7771 Greenback Lane Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Suite 109 Cib s Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659526 PL14-411_UPPER F03 Floor Ginter 1 1 Job Reference(ootional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s J0111 2014 MiTek Industries,Inc.Wed Oct 1415:32:21 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11 VxwPsyNYwTWhG?ASXFoe0z9hhH7DyKThB6kVMyTQot 1 1-7-0 I I 1-9-0 I Scale=1:17.8 6x6= 3x6 II 3x6 11 3x6 11 356 II 3x6 II 1 11 2 3 4 12 5 13 6 d 4, L — e , e I 10 9 8 3 . d 6x6- 5x6 11 _ 3x6 11 6x6 1 9-4-0 I 9-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.02 8-9 >999 360 BCLL 0.0 Rep Stress Inc: NO WB 0.55 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:78 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1045/Mechanical,7=889/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1033/0,1-11=770/0,2-11=770/0,2-3=-770/0,3-4=1123/0,412=1123/0,5-12=1123/0 BOT CHORD 8-9=0/1102,7-8=0/781 WEBS 5-7=1068/0,5-8=0/476,4-8=311/0,3-9=463/0,2-9=-417/0,1-9=0/1082 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbadcs,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. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)276 lb down at 0-6-10,132 lb down at 2-1-13,132 lb down at 3-9-0,132 lb down at 5-4-3,and 132 lb down at 6-11-6,and 132 lb down at 8-6-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 7-10=10,1-6=100 ..,�0 PR QFF Concentrated Loads(Ib) rl �'� GINP Su/ Vert 4=132(F)3=-132(F)2=132(F)11=-276(F)12=132(F)13=132(F) ��� �r E� 029 870 2PE CV y NEAT OREGO (1,9'OItt 9O c'Il6ER \, OSA. HO'• EXPIRES:06/30/2017 October 15,2015 I 4 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ABF7473 rev.101030015 BEFORE USE " Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building.component.not a buss system.Before use,the building designer must verify the appricabtfy of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for sfablty and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and taus systems,see ANSI/n.11 Quality Cdena,DSS-89 and SCSI Bulldog Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON PL14411 2 1 UPPER F04 FLOOR GIRDER R45659527 Job Reference(notional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 M7ek Industries,Inc.Wed Oct 14 15:32:23 2015 Pape 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-RK29He0oRXkEwa9ZayHGjR2WbUg8hxnm9VbrZFyTQo6 1 1-104 ii 1-9-0 1 o.Hs Scale=1:41.8 3x6 FP= 3x6 FP= 1.5x3= 4x6 II 4x6 I I 4x6 II 1.5x3= 1 2 28 3 4 5 6 7 8 9 10 11 12 13 14 15 16 air V W Y t lid/W1111\ �� r V ik\if/W\.1,z v R - e • 26 Al 25 24 23 22 21 20 19 18 17 1.5x3 II 4x8= 3x6 FP= 3x5= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= I 23-11-12 23-11-12 1 Plate Offsets(X,Y)— 127:0-1-8,0-0-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) -0.17 20-21 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.58 Vert(TL) -0.27 20-21 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.08 17 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight 159 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 25=1061/Mechanical,17=1046/0-5-4 FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-1056/0,1-2=1081/0,2-28=-1081/0,3-28=1081/0,3-4=-2501/0,4-5=2501/0, 5-0=3277/0,6-7=3277/0,7-8=3277/0,8-9=3417/0,9-10=3417/0,10.11=2919/0, 11-12=2919/0,12-13=2919/0,13-14=1786/0,14-15=1786/0 BOT CHORD 23-24=0/1860,22-23=0/2950,21-22=012950,20-21=0/3406,19-20=0/3228,18-19=0/2417, 17-18=0/971 WEBS 15-17=-1373/0,15-18=0/1152,13-18=892/0,13-19=0/711,10-19=436/0,10-20=0/268, 5-21=0/462,5-23=-635/0,3-23=0/906,324=1102/0,1-24=0/1466 NOTES- 1)All plates are 3x6 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 31 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)20 lb down at 2-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. <(-N-% � cd PROF s 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q' F LOAD CASE(S) Standard ��5 �NGIN�FR bio 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 2 Uniform Loads(pIf) g]o22P 9� / Vert:17-25=8,1-16=80 Concentrated Loads(Ib) Vert 28=20(B) ' ' i N SP-7 �'0j, OR GON (y. <(/L 1b F'y8ER '\' ‘‘..1OS A. HE?" EXPIRES:06/30/2017 October 15,2015 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TER REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mitek®connectors.Thu design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall bulding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' B always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,008-88 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON y R45659528 PL14411_UPPER F05 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MITek Industries,Inc.Wed Oct 1415:32:23 2015 Page 1 ID:c53KNt9S8d7ANgLpvMErl7JcyCd11-RK29He0oRXkEwa9ZayHGjR2 W DUzsh_Pm9V brZFyT0o6 1-2-12 1.5x3 I I 1 3x4= 2 Scale=1:13.2 5: N 1 4 3 1.5x3 II 3x4= I 1-5-12 I 1-5-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 '—"" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 1-5-12 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=74/Mechanical,3=74/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)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. �<�NGtNE�4, si''* 87022PE / yN ,N Ni �A?, OREGO qc) t.0 'Pr, FMBER • 4 OSA NECk EXPIRES:06/30/2017 October 15,2015 t t aWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE k10-7473 rev.10/0312015 BEFORE USE MB', Design valid for use only with MEek®connectors.This design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ;jek� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required tor stabLty and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of tenses and truss systems,see ANSI/TPD Quality Cdleda,DSB-89 and SCSI lending Component Suite 109 Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 372 Alexandria,VA 22314. Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659529 PL14-411_UPPER F07 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 14 15:32:24 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-vWhXU_PQCgs5Ykkl8foV FebhCuJMQR9vN9K05hyTQo5 o-e Scale=1:39.4 • 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 g 0 a e 0 c e 9 0 e _ g 0 a o e 1 9 o ey xt 42 d d N ry' a q e - a �. e a - 5 e _ e = e i a 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1 1-4-0 1 2-8-0 1 4-0-0 1 5-4-0 1 6-8-0 1 8-0-0 1 9-4-0 1 10-8-0 1 12-0-0 1 13-4-0 1 14-8-0 1 16-0-0 1 17-4-0 1 18-3-0 1 20-0-0 1 21-4-0 1 22-8-0 12311-12 1 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-3-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 2201195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:112 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(ifat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) TRUSS TO BE FULLY SHEATHED FROM ONE FACE OR SECURELY BRACED AGAINST LATERAL MOVEMENT(I.E. DIAGONAL WEB). REACTIONS. All bearings 23-11-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 cc. 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. 6)CAUTION,Do not erect truss backwards. '<C9 c PRQFFu n X40 GINE-R io29 870 2PE II y SAT OREGON cj�Q�N 9O ccMSEF t v% On A. HEi%-‘ EXPIRES:06/30/2017 October 15,2015 4 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10/03/2015 WORE USE Design valid for use only with MEek%connectors.This design is based only upon parameters shown,and is for on individual building component,not . a true system.Before use,the building designer must verify the applcabOity of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 Qualify Crneda,D51-89 and ICS!Bonding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Suite 109 Citrus Heiohts.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659530 PL144I1_UPPER F08 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:3225 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-0iAviKO228yAuJxhNJko57tDIfa9t03cp4ye7yTOo4 Scale=1:38.0 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 1920 e B 9 9 8 e h - e V b e 9 a b - b 9 9 O d d N k1 i it i i i 9 e i i ] i iYitXYYYYXYs,YYYXYYXXYYXYV YYYXYYYXYYYXYYXNYYYYYYSZYYYXYYY YxXX YYYYYYS. 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1 1-4-0 1 2-8-0 1 40-0 1 540 1 6-8-0 1 8-0-0 1 940 1 10-8-0 1 12-0-0 1 1340 1 14-0-0 1 16-0-0 1 17-4-0 1 18-8-0 1 20-0-0 1 21-4-0 1 22-8-0 2?-j15 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 ()- LOADING LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCOL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:108 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) TRUSS TO BE FULLY SHEATHED FROM ONE FACE OR SECURELY REACTIONS. MI bearings 23-1-4. BRACED AGAINST LATERAL MOVEMENT(I.E. DIAGONAL WEB). (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,35,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)At plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 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. ,�c����NG, N F.9 `r40 2 2z 870 2PE 9r N Nx, y ‘1NA�, OREG N rye <v �On FMBERI1 Q OS A. HEC�P EXPIRES:06/30/2017 October 15,2015 4 i e A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the appliicabBty of design parameters and properly incorporate the design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requked for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the GreenbackLane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,056-89 and SCSI Building Component 7777109 Safety Informdion available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus HeNhts.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659531 PL14-411_UPPER F09 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:25 2015 Page 1 ID:c53KNI9S8dZANgLpvMEnZ cyCdll-0iAviKQ2z8yAuJxhNJkos7oilez9r73cp4ye7yTQo4 I 2-6-0 I I 1-8-12 I I 1-8-12 10 1143 Scale=1:17.6 3x4 II 3x4= 1.5x3 II 3x6= 3x4= 1 2 3 4 5 • b / • I e 11 • 1.5x3= 0 d N -a • 1.5x3= - 10 9 8 7 6 1.5x3 II 3x6= 3x5= 3x6= I7-2-12 7-2-12 I 224 -1-4 Plate Offsets(XX)- 11:Edge,0-1-81,15:0-1-B,Edpel LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina NO WB 0.18 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code IBC2012 TP12007 (Matrix) Weight:56 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 9-4-0 oc purtins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=118/7-4-4,6=204/7-4-4,7=999/7-4-4 Max Uplift9=34(LC 4),8=-74(LC 4) Max Gray 9=183(LC 3),8=340(LC 3),7=999(LC 1) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=0/280,3-4=0/280,4-5=0/500 BOT CHORD 7-8=500/0 WEBS 4-7=-507/0,2-8=381/0,4-8=0/339,5-7=699/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Non Standard bearing condition. Review required. 3)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. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)336 lb down at 9-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard '�c��D P R Q,c ci 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,N 'Y ENGINE -, /, Uniform Loads(ptf) C? 2 Vert 6-9=8,1-4=-80,4-5=180(F=100) Concentrated Loads(lb) 87022 �� Vert:5=336(F) (5)'/i/111-'-',C1/ ' y �Aj, OREG �C 'A AMBER �1 �O OS A. HE % EXPIRES:06/30/2017 October 15,2015 r miliwie_ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEBREFERANCE PAGE 1211-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent.not " a truss system.Before use,the building designer must verify the apptcabl'rty of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k' a always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/1PI1 Chorally Criteria,DSB-89 and BCSI Bonding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659532 PL14 411_UPPER F10 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 5.10111 2014 MiTek Industries,Inc.Wed Oct 14 15:32:26 2015 Paget ID:c53KNt9S8dZANgLpvMEnZkyCdl l-svklvgQhkS6pn1 u8F4rzL3g2zi?quKdCrTpVAayTQo3 VI 1 2 3 4 5 6 Scale=112.8 14 • Y J _ _ - -- J a 13 12 11 10 9 8 7 I 1-4-0 I 2-8-0 I 4-0-0 I 54-0 I 6-2-12 i 1-4-0 1-4-0 1-4-0 1-4-0 0-10-12 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in floc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 33 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2.x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) TRUSS TO BE FULLY SHEATHED FROM ONE FACE OR SECURELY BRACED AGAINST LATERAL MOVEMENT(I-E. DIAGONAL WEB). REACTIONS. All bearings 6-2-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)12,7,11,10,9,8 FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)At plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbac ks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbac ks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. �c\� .NGI NE -9 Z7 cc 87022PE I— N yx-02, OREGO ti�Q1ti 'AC �MBEFt N OS 4. Heck EXPIRES:06/30/2017 October 15,2015 I 1 A WARNING-Verify design parameters and READ NOTES ON 1111$AND INCLUDED MITEK REFERANCE PAGE 511.7473 rev.10/03/2015 BEFORE USE. NM. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,not a truss system.Before use,the building designer must verify the appficab sty of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stab9ty and to prevent collapse with possible personal in)ury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DS6-89 and SCSI Building Component Suite 109 Safety Infonnolion available from Truss Flote Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Cihus Hekihts,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659533 PL14-411_UPPER F11 Floor 12 1 Job Reference footianall Pacific Lumber E Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 Mirek Industries,Inc.Wed Oct 14 15:3227 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-K5Hg7?RJUIEgPBTKpoMCtHDAy5FVdf M47Z2iOyTQo2 0-1-8 H I 1-8-12 1 1 2-2-0 I 2-8-0 I Scale=1:39.0 3x4= 1.5x3= 1.5x3 II 1.5x3= 3x4 II 3x5= 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x6 FP= 3x5= 1.5x3 II ' 1 2 3 4 5 8 7 8 9 10 11 4 m - 20 3 E 11./ 'V NN 19 u a e e - 18 17 16 15 14 13 12 1.5x311 3x6= 3x6 FP= 3x8= 3x5= 3x6 = 3x4= 2-2-12 1 1-11-12 2-)A 22-4-12 { 1-11-12 0. 20.2-0 0-1-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 023 Vert(LL) -0.12 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.20 14-15 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.05 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:115 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing:15-17. REACTIONS. (lb/size) 12=849/0-2-12,17=1434/0-5-8 Max Gray 12=878(LC 4),17=1434(LC 1) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/411,2-3=0/411,3-4=1688/0,4-5=-1688/0,5-6=-2365/0,6-7=-2365/0,7-8=-1815/0,8-9=-1815/0, 9-10=-1815/0 BOT CHORD 16-17=122/874,15-16=122/874,14-15=0/2167,13-14=0/2232,12-13=0/1066 WEBS 1-17=-573/0,10-12-1321/0,10-13=0/928,7-13=517/0,5-14=0/295,5-15=-642/0,3-15=0/1060,3-17=1289/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 3)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. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)336 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard P R 1) Uniform Floor Live (pl(balanced):Lumber Increase=1.00,Plate Increase=1.00) \�'\C° G(N���S.n Vert 12-18=8,1-11=80 4CZ �' 9 29 Concentrated Loads(Ib) 87022P Vert:1=336(F) N CV 7i‘‘ ...4>, tiU OREGON � 4N 9O �cM13ER 1'� r OS A- HE?' EXPIRES:06/30/2017 October 15,2015 a 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1181-7473 rev,10103/2015 BEFORE USE lin, Design valid for use only with M7ek®connectors.This design is based only upon parameters shown.and is for an individual buildingcomponent not a truss system.Before use.the building designer must verily the appficabTify of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of tes and truss systems.see ANSI/TPII Quality Criteria,DSI-89 and SCSI Building Component 7777 Greenback Lane ens Safety Infonmaton available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Suite 109 Citrus Heiltsts.CA 95610 Job Truss Truss Type Qty Py POLYGON R45659534 PL14-411_UPPER F13 Floor 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 1415:3227 2015 Page 1 ID:c53KNt9S8d7ANgLpvMEnZkyCdl1-K5Hg7?RJUIEg,P_BBTKpoMCtHDBP5J_dmEM47Z2i0yTQo2 I (.6.-4..x.1..x.1--1 1-2-0 1 I 0-8-7 4s4-4 1-2-0 1 1 0-6-1 I VII 1 2 3 4 5 4x4= 6 Scale=1:12.9 73 - ''., t — _._\ — • 4x4 = 12 11 10 9 8 4x4= 4x4= I 2-10-11 1 3511 1 4-0-11 1 4-11-4 I 2-10-11 0-7-0 0-7-0 0-10-9 Plate Offsets(X,Y)— 12:0-1-8,Edoel,14:0-1-8.Edoe1.15:0-1-8.EdoeL f7:Edoe,0-1-81,f10:0-1-8,Edge1.112:Edoe,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.13 Vert(LL) -0.02 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.03 9-10 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.07 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:37 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=209/Mechanical,7=204/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-12=-314/0,5-7=-306/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)7 considers parallel to grain value using ANSI/7P11 angle to grain formula. Building designer should verify capacity of bearing surface. 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. Strongbac ks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. ��¢ED P R opens �� �NG�NEF"9 /O* -37 870 2PE NtV 7 SAT OREGO /(5 Q<r✓� 90 ,t,/yQER 11 \' OSA HE ` EXPIRES:06/30/2017 October 15,2015 i 4 Mi l ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabity of design parameters and properly incorporate this design into the overall R building design.Bracing indicated is to prevent buckling of individual trussM'{ web and/or chord members only.Additional temporary and permanent bracing MiTele is always required for stabEty and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Uteri's.051-89 and BCSI Building Component 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. SuiteSs Heil:tits.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45559535 PL14-411 UPPER F15 FLOOR 1 1 _Job Reference(ootional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 14 15:3228 2015 Page 1 ID:c53KNt9S8d7ANgLpvMEnZkyCd11-oH2KLSxF3MW1 L2VVNVtRQUIKIVdTMB6VInIcFSyTOo1 I 0454 11 1-2-0 1 1 48-7 1 1 1-2-0 1 1 1-51 1 2-6-0 I Scale=1:16.4 1.5x3 II 4x4= 1.5x3 I I 1.5x3 I I 3x4= 1.5x3 I I 1 2 3 4x4= 4 5 6 7 7: • l .: e e e 354= 13 12 11 10 9 8 1.5x3 II 1.5x3 II 4x4= 4x4= 3x4= I 2-10-11 1 3-5-11 1 4-D-11 1 8-2-12 I 2-10-11 0-7-0 0-7-0 4-2-1 Plate Offsets(XX)— 12:0-1-8,Edae1,13:0-1-8,Edge1.19:0-1-8,Edgel,f10:0-1-8,Edge1.113:Edae,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.03 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 023 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012TrP12007 (Matrix) Weight 49 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=356/Mechanical,8=356/Mechanical FORCES. (ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-380/0,4-5=-380/0,5-6=-380/0 BOT CHORD 9-10=0/380,B-9=0/353 WEBS 4-10=-262/0,2-13=620/0,3-10=0/446,6-8=437/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)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. � �5 GIN 9 /� Q 87022PE r / -(P " SAT OREGO (yam iH 1O AMBER .\\ N Ola A. HE k EXPIRES:06/30/2017 October 15,2015 4 ..... a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon porameters shown.and is for on individual building component,not . a truss system.Before use,the building designer must verily the appficabtfy of design parameters and property incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi TT ek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tens systems,see ANSI/711 Quaily Canto,DSB-89 and SCSI BuBding Component 7777 Greenbads Lane Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95510 Job Truss Truss Type Qty Ply POLYGON - R45659536 PL14-411_UPPER F16 FLOOR 12 1 Job Reference(ootional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s J0111 2014 MiTek Industries,Inc.Wed Oct 14 15:32:28 2015 Page 1 ID_c53KNt9S8dZANgLpvMEnZkyCdl1-oH2KLSxF3MW1 L2WNVtRQUILaVaVM2TVInIcFSyTQo1 1 2-4-4 II 2-6-0 I Scale=1:40.3 1.5x3 II 4x5= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 3x6 FP= 3x6= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 ` e 7'NNS., -7 INN.g," 9 \ d e � a . 18 17 16 15 14 13 12 1.5x3 I I 4x8= 3x6 FP= 3x5= 3x5= 3x8= 3x4= I 23-1-4 I 23-1-4 Plate Offsets(X.Y)- f1:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 024 Vert(LL) -0.20 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.33 14-15 >848 360 BCLL 0.0 Rep Stress Incl YES WB 0.78 Horz(rL) 0.07 12 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight 114 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 18=1010/Mechanical,12=1010/Mechanical FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=1005/0,1-2=1224/0,2-3=-1224/0,3-4=2770/0,4-5=-2770/0,5-6=3086/0,6-7=-3086/0,7-8=2175/0, 8-9=2175/0,9-10=2175/0 BOT CHORD 16-17=0/2134,15-16=0/2134,14-15=0/3069,13-14=0/2772,12-13=0/1246 WEBS 10-12=-1544/0,10-13=0/1151,7-13=-740/0,7-14=0/388,5-15=-370/0,3-15=0/789,3-17=-1127/0,1-17=0/1535 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)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. @�� 1,,eNEFR `/c) 2 17 Ar 870 2PE N nttt.7 - SAT OREGO /cyd <U� �o F`t'�aEs 1\ 4 OS A. HEC1/4 'C4P EXPIRES:06/30/2017 October 15,2015 t 101M IA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 8111-7473 rev.10103/2015 BEFORE USE. Design varid for use only with Mirek®connectors.This design is based only upon parameters shown,and is far on individual building ding component,not a truss system.Before use,the building designer must verify the appicabillity of design parameters and property incorporate this design into the overall bung design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI7 Quality Cdtede,055-89 and SCSI Building Component Suite 109 Solely Iniortnalion available from Trus Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON PL14-41116 1 UPPER F17 Floor 845659537 glob Reference(ootionail' Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 1415:3229 2015 Page 1 ID:c53KNt9S8d7ANgLpVMEn yCdl1-GUPQYhTZONUNeVcjwDOgyi1W1vuB5W2eXR29nuyTQo0 1-7-4 2-6-0 1 O18 Scale=1:40.7 496 = 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 ....N.9..,,,,...NN -7 N. ' 7,01.1sx.8... iNN. VVN7N / mc 20 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 458= 3x4 = 0.(8 23-11-12 ' 0-'1-6 23-10 1 Plate Offsets(X,Y)— 119:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.22 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.36 15-16 >783 360 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1043/0-5-4,19=1043/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1581/0,3-4=-1581/0,4-5=-3040/0,5-6=-3040/0,6-7=-3266/0,7-8=-3266/0,8-9=2265/0,9-10=-2265/0, 10-11=-2265/0 BOT CHORD 18-19=0/377,17-18=0/2450,16-17=0/2450,15-16=0/3294,1415=0/2907,13-14=0/1291 WEBS 11-13=-1600/0,11-14=0/1207,8-14=-796/0,8-15=0/444,6-16=314/0,4-16=0/731,4-18=-1077/0,2-18=0/1492, 2-19=1125/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)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. 4)CAUTION,Do not erect truss backwards. R •<<-`' . SA,P QFFss 87022PE '-'..e- v-___ r 7 cP rcv SAT OREG•N (y) <(// '9O FMBER \\ O OS A. He?, EXPIRES:06/30/2017 October 15,2015 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE 891-7473 rev.16/03/2015 BEFORE USE Design valid for use only with MRek®connectors.Ibis design is based only upon parameters shown,and is for an individual building coponent,not < a truss system.Before use,the building designer must verify the appicabtity of design parameters and properly incorporate this designminto the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ET ek. is always requited for stability and to prevent collapse with possible personal injury and property damage.For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see A4451/7P11 Qualify Crbeda.051-89 and ICSI Mang Component 7777 Greenback Lane Safety Inionnallon available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659538 PL14-411_UPPER F18 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Tess Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:3229 2015 Page 1 ID:c538Nt9S8dZANgL.pvMEnZkyCd11-GUPQYhTZANUNeVcjwDOgyilTYv0S5hueXR29nuyTQo0 0-1-8 1 314_ 1-5-12 213x4 I I Scale=1:13.2 11=11 IIIII ME II 6 h .p 1..3=1.5x3=5E A WA. 3 1.5x3 II 3x6= I 1-11-12 I 1-11-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (lac) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) 0.00 4 """" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 17 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=240/0-5.4,3=240/Mechanical FORCES. (Ib)-Max.Comp/Max.Ten.-AlI forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each buss with 3-10d(0.131"X 31 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pin) Vert:3-4=-8,1-2=-280(F=-200) ���ED PROFFr,1S �,\� �NCx(NEF9 X029 87022PE r / (p N yC\Ati , OREGON q? � 'AO c‘,7,, O 8ER >> ps A. HECk EXPIRES:06/30/2017 October 15,2015 Al WARNING-Verity design pan enters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MII.7473 rev.10W32015 BEFORE USE Design valid for use only with MTeke connectors.This design is based only upon parameters shown.and is for an individual buddingcomponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate thin design into the overall building design.Bracing indicated is to prevent buckring of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage.derwery,erection and bracing of trusses and truss systems.see ANSI/1P11 Qualify Criteria,DS6-89 and SCSI Building Component Suite 109 Safety Mnna lolton evadable from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659539 PL14-411_UPPER F19 Floor 5 1 Job Reference/optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 14 15:32:30 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-kgzol1 UBrgcEGfBVUwvvVvrjOJMhg86om5njJLyTQo? 0-1-8 1.5x3 II H 1-7-4 i 1 3� _4 2 Scale=1:13.2 • 6 1 .5x3= 11 0 1.5x3= IIII 111 t I 5 • MYA ■ Mr IW 3 1.5x3 Il 3x4= l 1-11-12 i 1-11-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (lac) 1/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.11 Vert(LL) 0.00 4 "'" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 15 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=76/0-5-4,3=76/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. 3)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. 4)CAUTION,Do not erect truss backwards. \ ?so PROFe aNS qNGINEkR w0 4, 29 870 2PE � �'o/<OREGO ry;Q<C/ , O� MBER N\ OSA. H - EXPIRES:06/30/2017 October 15,2015 4 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGEMII-7473 rev.70/03/2015 BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111-. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUT1,I7 Quality Wenn,DS11-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659540 PL14-411_UPPER F20 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:30 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZlcyCdl1-kgzolt UBngcEGfBvUWW Vvr1¢JMmg8dom5njJLyTQo? Scale=1:18.7 1 2 3 4 5 6 7 8 9 10 0 0 o- o o 0 0 0 := d 0 d e o e e e 0 e a 20 19 18 17 16 15 14 13 12 11 11-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) Na - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight:55 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) TRUSS TO BE FULLY SHEATHED FROM ONE FACE OR SECURELY BRACED AGAINST LATERAL MOVEMENT(I.E. DIAGONAL WEB). REACTIONS. All bearings 11-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbadcs,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. ��C 716 NEig `S/O 2 ' 87022PE 9r N NN 7 �'oj, OREG•N qct .1/ 'AO FMSER11 qct, OS A. HO; EXPIRES:06/30/2017 October 15,2015 1 A WARNING•Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 991-7473 rev.10/03/2015 BEFORE USE w Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual builderg component.not a truss system.Before use,the building designer must verify the appricabsly of design parameters and properly incorporate this design info the overall building design.Bracing indicated is to prevent buckling of individual teas web and/or chord members only.Additional temporary and permanent bracing Mi ET eke is always required for stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPI1 Quogly Cdteda.DSS-89 and SCSI Bonding Component Suite 109 Safety Information avalable from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Citrus Heiahts,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659541 PL14-411 UPPER F21 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 14 15:32:31 2015 Page 1 ID:c53104t9S6dZANgLpvMEnZkyCd11-CsXByNUpY k5upm52e13827NtnjiEZba_IXGmyTQo 1. ___,H 2-6-0 1.15x3 I I 1 2 4x4= 3 Scale=1:13.0 J L 5 4 4x4= 3x4= 011 3-4-12 I 41 3-3-4 Plate Offsets(X,Y)— 15:Edge,0.1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (lac) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 '." 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=14410-1.8,5=144/0-2-12 FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 2)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. si,o P R()FFSr, c.. ,,.‘AGE- ,,cN�`INE9 /o, iv cc- 87022PE 91' p �-0„, OREGO r2o 4/ 'pO �'�8ER >> r �`a A. He?, EXPIRES:06/30/2017 October 15,2015 t _ I Ali WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1111-7473 rev.10103/2015 BEFORE USE Design valid for use only with Mfieke connectors.This design is based only upon parameters shown,and is for an individual building component,not11111 a truss system.Before use,the building designer must verify the applicability of design parameters andme buld,n design.Bracing indicated is to properlyonly. incorporate this temporary design into the overall �L T g g g prevent buckling of individual truss web and/or chord members only.Additional and permanent bracing MiTek' is always required for stabMly and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPI1 QuoBly Criteria,DSS-89 and SCSI Sanding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Suite Citrus Heiohts.CA 95610 Job Truss Truss Type Oty Ply POLYGON - R45659542 PL14-411_UPPER F22 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 51.111 2014 MiTek Industries,Inc.Wed Oct 14 15:32:31 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11 CSXByNUpY_k5upm52eQ827Ntijfl 77yx_IXGmyTOo_ 1 1-3-12 1 2-6-0 I Scale=124.9 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7L- Nilitit LI Niiiiiilt._ - Nobs.L C1 d 9 6 1,. 10 9 k 3x4= 3x5= 3x5= 3x4 = 1 o-- 14-3-12 I a� 14-2-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 72 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=624/0-2-8,11=624/0-2-12 FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=977/0,3-4=-977/0,45=1120/0,5-6=1120/0 BOT CHORD 10-11=0/426,9-10=0/1189,8-9=0/719 WEBS 6-8=-891/0,6-9=0/498,419=-263/0,2-10=0/682,2-11=721/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 2)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. 2 870 2PE 9 4r cv y NEAT OREGO /cL 40 I' ‘4,1 OSA HOA EXPIRES:06/30/2017 October 15,2015 e i Ilr AIWA/MING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MBI-7473 rev.10/03/2O1S BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters shown.and B for an individual bulling component,not a tamsystem.Before use,the building designer must verify the appficabkiity of design parameters and properly incorporate this design into the overall building design.Bracing indicated s to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is°Ways required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Cried°,051-89 and ICS!Bulking Component Sidle 109 Safely inrormalon available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Criers Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659543 PL14-411_UPPER F23 Floor 7 1 Job Reference(ootional) Pacific Lumber S Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 14 15:32:32 2015 Page I ID:c53KNt9S8dZANgLpvMEnZJcyCd11 g35ZAyvRJIsyVyLHcLxNaKw156yblwM5DPGpNDyTQnz I° 11 2-6-0 I 0-8 Scale=1:36.6 4x4= 3x4= 3x4= 3x4= 3x6 FP= 3x5= 1 2 3 4 5 6 7 89 10 11 y ee a 7 NN. V. -NN,,.. -, 20 Nii. V N r A N - 19 4 Mil 18 17 16 15 14 13 12 4x5= 3x6 FP=3x6= 3x5= 3x8= 3x4= I 21-6-12 21-6-12 Plate Offsets(X,Y)— fl:Edge.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in floc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 020 Vert(LL) -0.15 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.25 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.06 12 n/a ria BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:110 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=937/0-2-12,12=937/0-5-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-949/0,1-2=414/0,2-3=414/0,3-4=-2170/0,45=2170/0,5-6=-2686/0,6-7=-2686/0,7-8=1975/0, 8-9=1975/0,9-10=1975/0 BOT CHORD 16-17=0/1437,15-16=0/1437,14-15=0/2569,13-14=0/2472,12-13=0/1146 WEBS 10-12=-1420/0,10-13=0/1027,7-13=616/0,7-14=0/264,5-15=-495/0,3-15=0/908,3-17=-1267/0,1-17=0/1042 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. 3)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. 4)CAUTION,Do not erect truss backwards. • '\''tk P R pFFss rN c GINEF9 v0 87022PE r yN ,� �Aj, OREG N rye <Ll 9O FMBER \\ �o �`S A. HECk EXPIRES:06/30/2017 October 15,2015 4 t aWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 11/1-7473 rev.10/03/2015 BEFORE USE ligi, Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building coponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this designminto the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and trussa systems,see ANSI/Tpll Quality Cnlerfa,051-89 and SCSI BuBding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659544 PL14-411_UPPER F24 Floor Girder 1 1 Job Reference(optional) Pacific Lumber 6 Truss Co., Beaverton,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.wed Oct 14 15:32:33 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZlcyCdll-3FfxN3W44b p76wU92Tc7YTAdVVNn1T7ES20NvgyTQny 0-1-8 HI 1-8-12 1 1 24)-8 1 2-6-0 I Scale=1:38.6 3x4= 1.sx3 = 1.5x3 II 1.5X3 = 3x4 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x6 FP= 3x4= 3x4 II 1 2 3 4 5 6 7 8 9 10 11 i • • a. 20 a\_ 9 4 N. oez .N....2 z....,N,' e 7.....s.N.:_ii:a 19 _ ° Ix XXXXA)cm-xXXX XXXXXXXXXXX XXXXXXXXXXX XXXXXXXXXXXX A 18 17 16 15 14 13 12 1.5x3 II 3x6= 3x6 FP= 3x5= 3x5= 3x5= 3x8= 2-1-4 22-4-12 I I 2-1-4 1 20-3-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Weft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 14 n/a n/a BCDL 5.0 Code IBC2012/1P12007 (Matrix) Weight:117 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-5-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)15 Max Gray All reactions 250 lb or less at joint(s)12 except 13=489(LC 4),14=451(LC 4),15=417(LC 4),17=1052(LC 1) FORCES. (Ib)-Max.CompiMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/496,2-3=0/497 BOT CHORD 1617=301/21,15-16=301/21 WEBS 2-17=-303/0,1-17=694/0,315=111/271,317=364/0 NOTES • - 1)Unbalanced floor live loads have been considered for this design. 2)Non Standard bearing condition. Review required. 3)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. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)336 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��E4 PRoFFs LOAD CASE(S) Standard '� �)njE s� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase 1.00 moo,, ON FR 04,. Uniform Loads(plf) Vert:12-18=8,1-2=180(F=100),2-11=80 CC $ • 2PE f— Concentrated Loads(Ib) Ver:1=336(F) N ,- Aw e ck OREGO ce. 40 'AO MBER �� pS A. HEN\- EXPIRES:06130/2017 October 15,2015 4 4 a AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 811.7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mirek®connectors.This design is based only upon parameters shown,and is for on individual bullderg component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is okvays required for stab8fy and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/TPII Qua81y°Veda,051-89 and ICS!Building Component Suite 109 Safety Inlamo#lon available from Truss Plate Institute,218 N.Lee Sheet,Suite 312 Alexandria,VA 22314. citrus Heiahts,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659545 PL14-411_UPPER F25 GABLE 1 1 Job Referenw(ootionall Pacific Lumber P.Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 1415:32:33 2015 Page I ID.c53KNt9S8dZANgLpvMEnZkyCdl1-9FfxN3W44b_p76wU92Tc7YTEPWOP1 VMES2ONvgyTQny 41118 Scale=1:35.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 e e o - o a o a e o - a a s a a e 3L 38 d d N A a 1 e e :-.,__i e - e e XXe 37 /xs.y [\ Vy/\ » e xxA 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP= 1 1-4-0 1 2-8-0 1 4-0-0 1 5-4-0 1 6-8-0 i 8-0-0 1 9-4-0 1 10-8-0 1 12-0-0 1 13-4-0 I 14-8-0 1 16-0-0 1 17-4-0 1 18-8-0 1 20-0-0 1 21-6-12 1 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 140 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-6-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Inc: YES WB 0.03 Horz(TL) 0.00 19 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:100 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) TRUSS TO BE FULLY SHEATHED FROM ONE FACE OR SECURELY BRACED AGAINST LATERAL MOVEMENT(I.E. DIAGONAL WEB). REACTIONS. All bearings 21-6-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)36,19,35,34,33,31,30,29,28,27,26,25,24,23,22, 21,20 FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13?X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. <CY% PRQpFc)n c5 NGIN4'9 /� 2 44 8 • 2PE / _f 7 y\,. OREGO ti� �H 9�, �'yBER �� �Q OS A. HE�NP EXPIRES:06/30/2017 October 15,2015 4 4 AWARNING-Verify design parameter.and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M47473 rev.10/03/2015 BEFORE USE 1411. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual baking component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stabgty and to prevent cdkspse with possible personal injury and properly damage.For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/49I1 Qualify C.Berla,008-B9 and SCSI Building Component 7777 Greenback Lane Safely Infonoa8on available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON • R45559546 PL14-411_UPPER F26 Floor 3 1 Job Reference(ootiona0 Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 1415:32:34 2015 Page 1 I D:c53KNt9S8dZANgLpvMEnZcyCd11-dRCJbPXirv6glGVgjm_rfr?Mbwc3mnAINhilwR6yTQrlx 11-0-4 1 2-6-0 1 alla Scale=1:41.5 4x6= 3x4= 354= 3x4= 356 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 a 21 "\NN „000, .N... Z 'Ns d \ / 3. ...7"..N... l' N V e ,m e - - A 20 19 18 17 16 15 14 13 354= 458= 356 FP= 355= 355= 456= 3x4= 1.5x3 SP= 0-0r8 24-4-12 1 0/7$ 24-3-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.39 15-16 >748 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:122 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(ttat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 13=1062/0-5-4,19=1062/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1782/0,3-4=1782/0,4-6=-3190/0,5-6=-3190/0,6-7=3366/0,7-8=3366/0,8-9=-2315/0,9-10=2315/0, 10-11=2315/0 BOT CHORD 18-19=0/600,17-18=0/2626,16-17=0/2626,15-16=0/3419,14-15=0/2982,13-14=0/1316 WEBS 11-13=1631/0,11-14=0/1238,8-14=827/0,8-15=0/475,6-16=283/0,4-16=0/699,4-18=-1045/0,2-18=0/1464, 2-19=-1200/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)19. 3)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. 4)CAUTION,Do not erect truss backwards. ���N�NEF.so 87022PE r yN ,N N �A), OREG N rye Iv O ‘`�BEFt \ Q 9 On A. HE , EXPIRES:06/30/2017 October 15,2015 f A WARNING-Verity design parameters and READ NOTES ON TMS AND INCLUDED MITER REFERANCE PAGE*111-7473 rev.1(03/2015 BEFORE USE 11111, Design vafd for use only with MTek®connectors.This design is based only upon parameters shown and is for an individual building coponent,not 'ITU.a'Isystem.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek' in always required for stabiity and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Cdtedc,DSe-89 and SCSI Inking Component Suite 109 Safety Informafion available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. Citrus Heights.CA 95610 Job Truss Truss Type aty Pty POLYGON R45659547 PL14-411_UPPER P27 Floor 2 1 _Job Reference(ootional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 5 Jul 11 2014 Mired Industries,Inc.Wed Oct 14 15:32:35 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-5emhoDXKcDEXNQ4sHTV4CzYZEKOsVOPXvMVUzYyTQnw I 1-7-4 I 2-3-0 I 0Hg Scale=123.3 1.5x3 II 1.5x3 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 = 1J 2 3 4 5 6 7 1 13 7 ryT 4 S' 12 12 10 9 3x4= 3x5= 3x5 = 3x4= I 13-5-12 I 13-5-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.02 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Incl YES WB 0.13 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 70 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=582/0-5-4,11=582/0-2-12 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=888/0,3-4=888/0,4-5=-958/0,5-6=-958/0 BOT CHORD 10-11=0/463,9-10=0/1038,8-9=0/608 WEBS 6-8=-783/0,6-9=0/450,2-10=0/547,2-11=697/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 2)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. 3)CAUTION,Do not erect truss backwards. •\-�EO P R oFFss �� NGINER /�2 87022PE 71-- / yco . +cv ‘1‘AT OREGO 45)„4/9O �'yBER �� EXPIRES:06/30/2017 October 15,2015 I 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITO(REFERANCE PAGE MB-7473 rev.1403/2015 BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for on individual buildingcomponent,not a truss system.Before use,the building designer must verify the apprx:ab ity of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi TT ek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T% m 1 Quality Cdfeda,DSB-69 and SCSI Buflding Component T/77 Greenback Lane Safety Information avalable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 Cents Heights,CA 951510 Job Truss Truss Type Oty Ply POLYGON R45659548 PL14-411_UPPER P28 FLOOR SUPPORTED GABL 27 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 1415:32:35 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZlcyCd11 5emhOlXKcDEXNQ4sHW4CzYb1K3 VPNXVMVUzYyTOlw I 1-0-8 I 1.5x3 II 1 3x4— 2 Scale=1:132 \\--7 ••••• • ••• • 4 47V 1.5x3 II 3x4= pp 1-3-8 0 43 1-3-8 LOADING(pst) SPACING- 1-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=32/1-3-11,3=32/1-3-11,3=32/1-3-11 FORCES. (lb)-Max.Comp/Max Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13V X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Co"< .4G N E ` R r/O 2 87022PE 9v-- N a0/ N 7 �A�, OREG•N q� 9O �c�BER N.‘ . OSA HE - EXPIRES:06/30/2017 October 15,2015 t ®WARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1411-7473 rev.10/03/2015 BEFORE 113E bill Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the app$cabitty of design parameters and properly incorporate this design into the overall buidng design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTe k' is always required for stab6ity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication.storage,delivery,erection and bracing of trusses and truss systems.see ANSI/1111 QuoBiy Criteria,D58-89 and SCSI Ins ng Component Suite 1 D9 Safety Information avertable from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Citrus Heights CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659549 PL14-411_UPPER F29 FLOOR SUPPORTED GABL 2 1 Job Reference(ootionall Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 1415:3235 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-SemhoIXKcDEXNQ4sHTV4CzYb8K3?VPNXvMVUzYyTQnw 1 I 0-10-12 1.x3 II 1 3x4= 2 Scale=1:13.2 0 N 1.5x3 II 3x4= 1-1-12 043 1-1-12 LOADING(psf) SPACING- 1-0-0 CSI. DEFL in floc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 ""'" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Inc: YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012JTP12007 (Matrix) Weight 11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-1-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=28/1-1-15,3=28/1-1-15,3=2811-1-15 FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)Recommend 2x6 strongbacics,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. ���Ea RD 2�c. �CD NGINEF'7 io�9 87022PE -Yr- - • SAT OREGO cP �H 'A) '4,1 . R \1 �O OS A. HE EXPIRES:06/30/2017 October 15,2015 1 __ I ®WARNING-Verify design parameters and READ NOTES ON 77175 AND INCLUDED MITEK REFERANCE PAGE WI-7473 rev.10/03/2015 BEFORE USE. . Design valid for use only with M7ek®connectors.The design is based only upon parameters shown,and is for an individual building coponent,not a truss system.Before use,the building designer must verify the applcabflly of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always requked for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII(Waft Crffetio,051-89 and BCSI Building Component Safely Infonnalton available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 72314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659550 PL14-411_UPPER F30 FLOOR SUPPORTED GABL 2 1 Job Reference(optional) Pacific Lumber b Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 1415:32:36 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZIcyCd11-ZgK404YyNWMO_af3rBOJIA515kPGEsdg80E1 W?yTQnv 1.5x3 11 1 4x4= 2 Scale=1:13.3 L 1\ 4 3 1.5x3 II 4x4= p 0-9-12 66-0 0-9-12 Plate Offsets(X,Y)- (1:Edae.0-1-81.I3:Edge,0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-9-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=19/0-10.0,3=19/0-10-0 FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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. <<- GINE— •4? <- G"FR sem° � 870 2PE 9 N cv ycckAj, OREGO q9 Q�L� On EMBER 11 `.1 A. He?, EXPIRES:06/30/2017 October 15,2015 t A WARNING-Very design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE WI-7473 rev.10/032015 BEFORE USE Design valid for use only with MTek6/connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stab6ty and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of muses and imus systems,see ANSimil Quality Criteria,056.89 and(CSI Building Component Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. SuiteS109 HeiOhts.CA 95510 Job Truss Truss Type Qty Ply POLYGON R45659551 PL14-411_UPPER F31 FLOOR SUPPORTED GABL 1 1 ,1obReference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:36 2015 Page I ID:c53KNt9S6dZANgLpvMEnZriyCdll-ZgK404YyNWMO_af3rBOJIA5lnkPDEsdg80E1 W/yTQnv I 1-0-8 1.Is)3 II 1 3x4= 2 Scale=1:13.2 0 0 N 4 • 1.5x3 I I 3x4 1-3-8 041-3 1-3-8 LOADING(psi) SPACING- 1-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 OF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) HOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=32/1-3-11,3=32/1-3-11,3=32/1-3-11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)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. eco AGPEF9 `S/O 44 29 87022PE N rcV SAT OREG•N d5 <i Or, 4q8ER 1\ A. HEC�P EXPIRES:06/30/2017 October 15,2015 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE 1111111H.4" Design valid for use only with MTek®connectors.This design a based only upon parameters shown,and is for an individual building.component.not - a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �L building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualy Cdfeda,051-89 and SCSI Banding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Surae 109 Gana Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659552 PL14-411_UPPER F32 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:37 2015 Page 1 ID:c531 Nt9S8d7ANgLpvMEnZkyCd11-10uSDQZa8gUFckEFOuXYHOdw971PzJLgNg_a2RyTQnu 1 2 3 4 Scale=1:13.0 _ ] J _ — 1 1 — • 8 7 8 5 I 3-7-0 I 3-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (roc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) Na - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight 19 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(ftat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) TRUSS TO BE FULLY SHEATHED FROM ONE FACE OR SECURELY BRACED AGAINST LATERAL MOVEMENT(I.E. DIAGONAL WEB). REACTIONS. All bearings 3-7-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 fic 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. c��`o GINE - `r/0 2 �w 87022PE yr N y �'oj, OREGO rl�Q�ti 9C AMBER 1,� OSA HSI; EXPIRES:06/30/2017 October 15,2015 1 I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE WI-7473 rev.11W32015 BEFORE USE. Ill. Design vdkd for use only with MTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not truss tos system.Before use,the building designer must verify the applicabr ly of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requred for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication.storage.delivery,erection and bracing of trusses and inns systems,see ANSI/TPI1 Quality Criteria,058-89 and SCSI BuBding Component Suite 109 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria,VA 22314. Carus Heinhfs.CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/" Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury raj= Dimensions are in ft-in-sixteenths. ik IApply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,Is always required. See BCSI. IIIIIMMERE0-1/16' 2. Truss bracing must be designed by an engineer.For wide truss spacing,Individual lateral braces themselves 4 ec may require bracing,or alternative Tor I p bracing should be considered. imilloir 11111104•Alp �lO= 3. Never exceed the design loading shown and never U stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0-1AP from outside BOTTOM CHORDS all other Interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from • "Plate location details available In M(Tek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shaH not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber Is a non-structural consideration and Is the 4 x 4 width measured perpendicular ESR 1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR 2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,If no ceiling Is Installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings (supports) occur. Icons vary but16.Do not cut or alter truss member or plate without prior ©2012 M1Tek®All Rights Reserved approval of an engineer. moi♦■ reaction section indicates joint number where bearings occur. 17.Install and load vertically unless Indicated otherwise. 1111111116.1.mil RIINMin size shown is for crushing only. 18.Use ofrear or treated lumber ma 110-2:-.1 environmental,health or performanceorisks.Consultose with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. Is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture In accordance with Guide to Good Practice for Handling, M lifTellIC ANSI/TPI 1 Quality Criteria. Installing &Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet:MII-7473 rev. 10/03/2015