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Plans (2) AAW7-0(q-00/411 nio37 wooed- 0). mom lot MiTek MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: B1803554 RECEIVED Bela Terra- FR2 APR 1 5 2019 CITY OF TIGARD BUILDING DIVISION The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton,OR. Pages or sheets covered by this seal: K5288366 thru K5288382 My license renewal date for the state of Oregon is December 31,2019. �74GINE4\N - 89200PE 7 OREGON b, 43 /0 MY 14 2°N " V.Alt - October 1 7,2018 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply Bella Terra-FR2 B1803554 FTO1 GABLE 1 1 K5288366 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:20 2018 Page 1 ID:HLwjmVMcHBFeH7wLO0ac?IySTWY-i0szkdhF1 wgy0wOv14uNak?OIVCFPSnDA6UP3cySSH r Scale=1:52.7 3x4 - 3x6 3x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 m o -o- o. 2 o b u o - 2 0 - �17SZ�ZS�SI�7�LMLIISZSZCZ�Zi7�7SZSaZ�ZS �._ -. L�L�L�I�.7�ZS7S"L�T� ISZSL 7STiN�Z�7\I�ZSZSZ�Z��S7S ISIS I�ZS7SZ�ZS7=2 52 51 50 • 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 3x4 3x6 3x4 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 17-4-0 18-8-0 20-0-0 21-4-0 22-8-0 24-0-0 25-4-0 26-8-0 28-0-0 29-4-0 30-8-0 31-9-10 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 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-1-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.02 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 27 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-RH Weight:122 lb FT=10% LUMBER- ' BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G - except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 DF Std G 10-0-0 oc bracing:51-52,27-28. REACTIONS. All bearings 31-9-10. (Ib)- Max Gray All reactions 250 lb or less at joint(s)52,27,51,50,49,48,47,46,45,44,43,42,40,39,38, 37,36,35,34,33,32,31,30,29,28 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)The Fabrication Tolerance at joint 41=10%,joint 15=10% 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. • October 17,2018 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7173 rev.10103/2015 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 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 14Tek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Y�� tC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Corona,CA 92880 1 Job Truss Truss Type Qty Ply Beta Terra-FR2 - K5288367 B1803554 FT02 Floor 11 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:22 2018 Page 1 ID:HLwjmVMcHBFeH7wLOOac?IySTWY-eO_k9JIVYYwgFDYHtVxrf94D 1 ljwtBzW dQzW7VySSHp 2-6-0 1-2-12 0-8-2 2-0-0 0-2-6 2-7-7 2-0-0 1-3-15 Scale=1:54.2 • 3x4 2x4 3x4 2x4 3x4 3x6 2x4 5x6 2x4 3x6 FP 4x12 4x6 - 2x4 4x6 2x4 3x6 3x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 m .� � �� � ,, oro d ,. o �._ gip. - B o o - '-'-5 C; 28 27 26 25 24 23 22 21 20 19 18 17 4x6 3x6 3x6 5x8 4x8 3x6 FP - 4x8 4x12 2x4 4x4 4x6 5x6 27-7-3 6-8-0 20-2-0 25-7-3 26-7-3 31-9-10 6-8-0 13-6-0 5-5-31-0-0 1-0-0 4-2-7 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[5:0-1-8,Edge],[11:0-1-8,Edge],[13:0-1-8,Edge],[14:0-1-8,0-0-0],[15:0-2-12,Edge],[17:Edge,0-1-8],[18:0-1-8,Edge],[19:0-1-8,Edge], [21:0-1-8,Edge],[23:0-3-0,Edge],[25:0-0-0,0-0-1],[26:0-3-0,Edge],[29:0-3-12,Edge],[29:0-0-12,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.24 23-24 >673 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.43 23-24 >372 360 BCLL 0.0 Rep Stress lncr YES WB 0.74 Horz(CT) 0.02 17 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-S Weight:157 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. • WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-5-8 except(jt=length)17=0-3-8,28=Mechanical. (Ib)- Max Gray All reactions 250 lb or less at joint(s)except 17=532(LC 5),21=1801(LC 4),28=493(LC 14), 26=785(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-830/0,34=-830/0,4-5=-691/0,5-6=-1451/0,6-7=-1451/0,7-9=-1256/12, 9-10=-1256/12,10-11=0/1706,11-12=-364/714,12-13=-364/714,13-14=-916/201, 14-15=-916/201 BOT CHORD 27-28=0/703,26-27=0/680,25-26=0/1451,24-25=0/1457,23-24=0/1643,21-23=-392/296, 20-21=-1706/0,19-20=-201/916,18-19=-201/916,17-18=-42/774 WEBS 5-25=0/898,4-26=-330/237,11-21=-943/0,2-28=-794/0,2-27=-113/296,4-27=-57/446, 5-26=-1582/0,10-21=-1726/0,10-23=0/1199,7-23=-530/0,13-20=-942/0, 12-20=-276/31,11-20=0/1463,15-17=-873/48 NOTES- 1)Unbalanced floor live loads have been considered for this design. • 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Refer to girder(s)for truss to truss connections. 1 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. 5)CAUTION,Do not erect truss backwards. • pce27.____ ,....„....-_--..,,, •• • October 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10193/2015 BEFORE USE { Design valid for use only with MiTeklD 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 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing . NMI( 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 ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 B1803554 FT03 Floor 7 1 K5288368 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:23 2018 Page 1 I D:HLwjmVMcH BFeH 7wLO0ac7tySTWY-6bX6Mtjj7Jr2XtN7URDS4BNdSGi80cjogs4i3gxySSHo 2-6-0 0-10-0 2-0-0 0-.4-14 0-8-7 2-0-0 2-4-10 Scale=1:32.9 2x4 304 4x8 2x4 4x4 494 4x8 2x4 4x4 4x4 3x4 1 2 3 4 5 6 7 8 9 10 11 0 o 0 o c 0 0 o. 'o i - ,. 20' 19 18 17 16 '15, 14 13 `(2' 406 4x6 2x4 2x4 4x8 2x4 2x4 4x6 4x6 • 14-0-10 19-8-7 14-0-10 5-7-13 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[5:0-1-8,Edge],[9:0-1-8,Edge],[10:0-1-8,Edge],[12:Edge,0-1-8],[13:0-1-8,0-0-0],[14:0-1-8,Edge],[15:0-3-12,Edge], [16:0-2-0,Edge],[17:0-1-8,Edge],[18:0-1-8,Edge],[19:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.08 18 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(CT) -0.17 19-20 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.39 Horz(CT) 0.04 12 n/a n/a BCDL 5.0 Code IBC2015/iPI2014 Matrix-RH Weight:98 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. . WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 20=774/0-3-8,12=323/0-3-8,15=1043/0-3-8 • Max Gray 20=775(LC 10),12=365(LC 4),15=1062(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1885/0,3-4=-1885/0,4-5=-1959/0,5-6=-1899/0,6-7=-1899/0,7-8=-263/103, 8-9=-263/103,9-10=-431/17 BOT CHORD 19-20=0/1242,18-19=0/1959,17-18=0/1959,16-17=0/1959,15-16=0/1275, 14-15=-17/431,13-14=-17/431,12-13=-17/431 WEBS 2-20=-1402/0,2-19=0/730,4-19=-393/82,7-15=-1340/0,7-16=0/758,6-16=-259/132, 5-16=-476/196,9-15=-416/0,10-12=-488/20 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)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. .12,e , g1.57.r, N. October 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIl-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,notith. 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss • Truss Type Qty Ply Bella Terra-FR2 K5288369 B1803554 FT03A Floor 7 1 Job Reference(optional) ProBuiid West, Beaverton,OR-97005, .. 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:24 2018 Page 1 ID:HLwjmVMcHBFeH7wLO0ac?lySTWY-an5UZ?k149ANUXig_wzJka9Vg6McL6Lp5kSdCNySSHn 2-6-0 2-8-5 2-0-0 1-4-0 Scale=1:33.1 3x4 5x10 2x4 3x6 2x4 4x6 2x4 5x10 3x4 1 2 3 4 5 6 7 8 9 4 ao • O '"S 14 13 12 11 '1 0- x.P 4x8 5x8 3x6 5x8 5x10 19-6-5 - 19-6-5 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[2:0-4-12,Edge],[6:0-1-8,Edge],[8:0-4-0,Edge],[10:Edge,0-3-0],[11:0-3-0,Edge],[13:0-2-4,Edge],[15:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.36 12-13 >650 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.62 12-13 >376 360 BCLL 0.0 Rep Stress Ina YES WB 0.69 Horz(CT) 0.07 10 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-S Weight:105 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:12-13. REACTIONS. (lb/size) 10=1060/0-3-8,15=1060/0-3-8 - FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2969/0,3-4=-2969/0,4-5=-3960/0,5-6=-3944/0,6-7=-2968/0,7-8=-2968/0 BOT CHORD 14-15=0/1778,13-14=0/3676,12-13=0/2968,11-12=0/2968,10-11=0/2023 WEBS 6-12=-594/0,7-11=-369/0,2-15=-2008/0,2-14=0/1351,3-14=-251/0,4-14=-801/0,4-13=0/319,5-13=-341/0, 6-13=0/1189,8-10=-2262/0,8-11=0/1342 - NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)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. October 17,2018 .... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 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 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 8 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPtt Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ' Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5288370 B1803554 FT04 Floor 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:25 2018 Page 1 I D:HLwjmVMcH B FeH 7WLOOac?IySTWY-2zfsnKlN rTl E6hH sYdUYHoijrWkj4YUzKOBAkgySSHm 0-6-3 2-0-0 2-6-15. 0-3-1 2-6-0 2-0-0 1 q 0 Scale=1:42.8 4x4 2x4 3x4 4x6 8x8 5x10 2x4 3x6 3x6 FP - 4x6 2x4 4x12 3x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 0o o- d 25 24 23 22 21 20 19 18 17 16 15 4x6 2x4 9x16 MT18H 3x6 FP 4x12 5x8 3x6 5x6 5x8 2x4 20-11-12 5-7-15 18-11-12 19-11-12 25-24 5-7-15 13-3-13 1-0-0 1-0-0 4-2-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[2:0-1-8,Edge],[3:0-1-8,Edge],[4:0-1-8,Edge],[5:0-0-12,0-0-0),[6:0-4-12,Edge],[8:0-2-8,Edge],[11:0-1-8,Edge],[13:0-5-4,Edge], [15:Edge,0-3-0],[16:0-3-0,Edge],[17:0-3-0,Edge],[18:0-2-12,Edge],[21:0-0-12,0-0-0],[23:0-1-8,Edge],[24:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.31 17-18 >747 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.53 17-18 >443 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.05 15 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-RH Weight:135 lb FT=10%F,10%E LUMBER- BRACING- • TOP CHORD 2x4 DF No.t&Btr G(flat) • TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. - WEBS 2x4 DF Std G(flat) • BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 25=-15/0-3-8,22=1782/0-3-8,15=976/0-3-8 Max Uplift 25=-174(LC 4) Max Gray 25=155(LC 3),22=1782(LC 1),15=994(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-55/290,3-4=0/1279,4-5=0/936,5-6=0/936,6-7=-2366/0,7-8=-2366/0, 8-10=-3500/0,10-11=-3484/0,11-12=-2707/0,12-13=-2707/0 BOT CHORD 24-25=-290/55,23-24=-290/55,22-23=-290/55,21-22=-1279/0,19-21=0/1087, 18-19=0/3145,17-18=0/2707,16-17=0/2707,15-16=0/1865 WEBS 2-24=-287/0,11-17=-516/0,12-16=-338/0,4-22=-1320/0,2-25=-120/635,3-22=-1214/0, 11-18=-28/926,10-18=-322/0,8-18=0/433,8-19=-919/0,7-19=-258/0,6-19=0/1491, 6-21=-2042/0,5-21=-333/98,4-21=0/1446,13-15=-2086/0,13-16=0/1166 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint 25. 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. 4:2, ''T•e ---- October 17,2018 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE 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 applicability of design parameters and properly incorporate this design into the overall ; building design. Bracing indicated is to pregent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml i}� 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 ANSIRPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5288371 B1803554 FT05 Floor 6 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:26 2018 Page 1 ID:HLwjmV McHB FeH7wLOOSc?IySTWY-W9DF_glocmQ5krr26L?np?FwVw3Lp1 o6Y2xkGGySSH I 2-6-0 0-6-13 2-0-0 1-4-0 Scale=1:29.5 2x4 3x4 4x12 2x4 - 3x4 6x6 2x4 4x12 3x4 1 2 3 4 5 6 7 8 9 0 0 0 0 0- o • 0 p - -\/e '7 15 14 13 12 11 16- 4x8 5x10 3x6 5x6 5x8 6x8 11-2-5 12-2-5 13-2-517-4-14 11-2-5 1-0-0 1 0-0 - 4-2-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0-1-8,Edge],[7:0-1-8,Edge],[10:Edge,0-3-0],[11:0-3-0,Edge],[12:0-0-0,0-0-0],[15:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.19 13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.33 13 >632 360 BCLL 0.0 Rep Stress Ina YES WB 0.63 Horz(CT) 0.04 10 n/a n/a BCDL 5.0 Code IBC20151TPI2014 Matdx-S Weight:101 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=943/0-3-8,15=943/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2672/0,3-4=-2661/0,4-5=-2978/0,5-6=-2978/0,6-7=-2459/0,7-8=-2459/0 BOT CHORD 14-15=0/1595,13-14=0/3078,12-13=0/2459,11-12=0/2459,10-11=0/1721 WEBS 6-12=-953/0,7-11=-312/0,2-15=-1800/0,2-14=0/1205,4-14=-471/0,5-13=-336/0,6-13=0/1232,8-10=-1924/0, • 8-11=0/1061 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Refer to girder(s)for truss to truss connections. 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. October 17,2018 AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke 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 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 • " R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 251)Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Bella Terra-FR2 K5288372 81803554 FT05A Floor 3 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:27 2018 Page 1 ID:HLwjmVMcHBFeH 7wLO0ac?IyST WY-_MndComeN4YyM?QFg2WOMDn51 JPRYU5FnigHpiySSHk 2-6-0 0-8-11 2-0-0 1-4-0 Scale=1:29.7 3x4 4x12 2x4 3x4 2x4 5x6 2x4 4x12 3x4 • 1 2 3 4 5 6 7 8 9 • 1$' 14 13 12 11 4 4x8 5x10 6x8 3x6 .5x6 5x8 11-4-3 12-4-3 13-4-3 17-6-12 11-4-3 1-0-0 1 0 0 4-2-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0-1-8,Edge],[10:Edge,0-3-0],[11:0-3-0,Edge],[14:0-4-0,Edge],[15:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.20 13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.34 13 >613 360 BCLL 0.0 Rep Stress Ina YES WB 0.62 Horz(CT) 0.04 10 n/a n/a BCDL ' 5.0 Code IBC2015/TP12014 Matrix-S Weight:101 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, • BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=952/0-3-8,15=952/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2706/0,3-4=-2695/0,4-5=-3053/0,5-6=-3053/0,6-7=-2494/0,7-8=-2494/0 BOT CHORD 14-15=0/1611,13-14=0/3131,12-13=0/2494,11-12=0/2494,10-11=0/1742 - WEBS 6-12=-857/0,7-11=-317/0,2-15=-1818/0,2-14=0/1225,4-14=-492/0,5-13=-316/0,6-13=0/1141,8-10=-1947/0, 8-11=0/1080 NOTES- I 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)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. October 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 mc.10/032015 BEFORE USE MOM Design validfor use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not : 4 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 �Y�„\trek° 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 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5288373 B1803554 FT06 GABLE 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, - 8.220 5 Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:28 2018 Page 1 ID:HLwjmVMcH B FeH 7 WLOOac?IySTWY-TYL?PMnG80gpz8?RDm2FuQKOejx5H4jP0MQgL8ySSHj Scale=1:28.7 304 ,3x4 2 3 4 - 5 . 6 7 8 9 10 11 12 13 14 O __ c c u O co, Li LXXX XXXXXXxRXXXXXXXXXxx Z X-SC XXRXXRXSZXXSZX XXRXXXXXX X � ♦� �♦ �♦ ♦ ��� � 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4 3x4 . 1-4-0 2-8-0 4-0-0 . 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 17-6-12 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 1-6-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 15 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:701b FT=10% LUMBER- . BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 DF Std G 10-0-0 oc bracing:27-28,15-16. REACTIONS. All bearings 17-6-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)28,15,27,26,25,24,23,22,21,20,19,18,17,16 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 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)A plate rating reduction of 20%has been applied for the green lumber members. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. /6 ---',/t .. ' ' -----'s.- • October 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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 Ml l{ 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,215 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Bella Terra-FR2 K5288374 B1803554 FT07 FLOOR 2 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:29 2018 Page 1 ID:HLwjmVMcHBFeH7wLOOac?IySTWY-xkvNdiouvhpgbladnTZURetTS79zoo7YE09OtbySSHi 2-6-0 0-1-8 2-0-0 1-1-6 0-8-4 2-0-0 0-5-9 • Scale=1:29.6 . 4x4 3x4 4x8 2x4 4x4 2x4 4x8 2x4 4x4 3x4 1 2 3 2x4 4 5 6 7 8 9 10 o , 0 ` ,� c c 16' 17 16 15 14' 13 12 11` 4x6 4x8 2x4 3x8 4x8 - 2x4 4x6 2x4 14-0-10 14-11-3 15-11-3 16-11-.3 17-9-4 14-0-10 0-10-8 1-0-0 1-0-0 0-10-1 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[8:0-1-8,Edge],[9:0-1-8,Edge],[11:Edge,0-1-8],[12:0-1-8,0-0-0],[13:0-1-8,Edge],[14:0-3-12,Edge],[16:0-1-8,0-0-0], [19:0-3-12,Edge],[19:0-0-12,0-0-0],[20:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.12 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.22 17-18 >746 360 BOLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.03 14 n/a n/a . BCDL 5.0 Code IBC2015/iP12014 Matrix-RH Weight:89 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 18=743/0-3-8,11=109/0-3-8,14=1075/0-3-8 - Max Uplift 11=-29(LC 3) - Max Gray 18=745(LC 10),11=180(LC 7),14=1075(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1798/0,3-4=-1798/0,4-5=-1703/0,5-6=-1703/0,6-7=0/256,7-8=0/256 BOT CHORD 17-18=0/1180,16-17=0/1798,15-16=0/1798,14-15=0/1023 WEBS 2-18=-1332/0,2-17=0/728,3-17=-266/0,6-14=-1360/0,6-15=0/778,5-15=-252/50, 4-15=-4-16/83,8-14=-431/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 11. 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. 5)CAUTION,Do not erect truss backwards. October 17,2018 ........ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 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 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 MiTeke 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5288375 81803554 FT07A Floor 4 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:30 2018 Page 1 ID:HLwjmVMcHB FeH 7wLO0ac?IySTWY-PxSIg2oW g?xXDS9gLB4j_rPdJXUiltFiTgvxP1 ySSHh 2-6-0 0-1-8 2-0-0 0-11-4 - Scale=1:23.3 3x4 4x8 2x4 2x4 4x8 3x4 1 2 3 2x4 43x4 5 6 7 o ii v o 0 0 0 00 1, '''', 11 2x4 10 9 g>' 3x8 3x6 2x4 3x6 - 3x8 • 14-0-12 14-0-12 Plate Offsets(X,Y)-- [1:Edge,0-1-8],(4:0-1-8,Edge],[9:0-1-12,Edge],[10:0-1-8,0-0-0],[11:0-1-8,Edge],[13:0-1-8,Edge],[14:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.13 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL - 1.00 BC 0.63 Vert(CT) -0.22 11-12 >759 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-SH Weight:70 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=760/0-3-8,8=760/0-3-8 • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1864/0,3-4=-1864/0,4-5=-1829/0,5-6=-1829/0 BOT CHORD 11-12=0/1209,10-11=0/1864,9-10=0/1864,8-9=0/1212 WEBS 2-12=-1364/0,2-11=0/794,3-11=-278/0,6-8=-1368/0,6-9=0/700,5-9=-262/66,4-9=-391/200 NOTES- • 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. i 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. . October 17,2018 • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MI1-7473 rev.10/932015 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 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 I l.Tele is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y�� IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type - Qty Ply Bella Terra-FR2 K5288376 B1803554 FT08 GABLE 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, • 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:31 2018 Page 1 ID:H LwjmVMcHB Fe H7wL OOac?IySTWY-t7072Op8RJ3ogckOvubyW3yvZxzmUONriKeVyTySSHg Scale=1:22.9 3x4 1 3x4 2 3 4 5 6 7 8 9 10 11 m o to 22 21 20 19 18 17 16 15 14 13 12 3x4 3x4 1-4-0 _ 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-0-12 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 0-8-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 12 n/a n/a BCDL 5.0 Code IBC20151TPI2014 Matrix-RH Weight:57 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 DF Std G 10-0-0 oc bracing:21-22,12-13. REACTIONS. All bearings 14-0-12. (lb)- Max Gray All reactions 250 lb or less at joint(s)22,12,21,20,19,18,17,16,15,14,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 2x4 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)A plate rating reduction of 20%has been applied for the green lumber members. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. • Strongbacks to be attached to walls at their outer ends or restrained by other means. . .......t‘7 . _.,. .— ...,,..,, .__,, October 17,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 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 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 L 1T®1�• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y11' R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPD Quality Criteria,DSB-69 and BCSI Building Component 250 Klug Circe Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type City Ply Beta Terra-FR2 K5288377 61803554 FT09 Floor 3 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oc(17 16:39:31 2018 Page 1 ID:HLwjmVMcHBFeH7wLO0ac?IySTWY-t70720p8RJ3ogckOvubyW 3yrpxubUN?riKeVyTySSHg 0-6-3 2-0-0 1-8-11 2-6-0 Scale=1:14.1 4x4 1 3x4 2 3 2x4 4304 53x4 c 0 u 9 ,i 8 7 - • - 6 3x6 3x6 6x6 5x6 7-5-14 7514 • .. Plate Offsets(X,Y)-- [1:Edge,0-1-8],[2 0-1-8,Edge],[3:0-1-8,Edge],[6:Edge,0-3-0],[8:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.05 6-7 .2999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(CT) -0.10 6-7 >871 360 BCLL 0.0 Rep Stress lncr YES WB 0.24 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-S Weight:49 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=398/0-3-8,6=398/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-422/0,3-4=-422/0 BOT CHORD 8-9=0/422,7-8=0/422,6-7=0/493 WEBS 2-8=0/478,2-9=-897/0,4-6=-551/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Refer to girder(s)for truss to truss connections. 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. • October 17,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE 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,not111E 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 ,L lek" 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 trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Beta Terra-FR2 • K5288378 B1803554 FT10 Floor • 11 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:32 2018 Page 1 I D:H LwjmVMcHBFeH 7WLOOac?IySTWY-LJaW FkgmCcBFSmJCSc6B3GV16KHzDtO?x_02UwySSHf 0-4-6 2-6-0 1 3x4 2 4x4 3 3x4 Scale=1:10.3 • • o o • K • •I 4 4x6 3x6 .. _... 3-4-6 3-4-6 Plate Offsets(X,Y)-- [1:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 .CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) 0.00 5 """ 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(CT) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-P Weight:22 lb FT=10%F,10%E LUMBER- BRACING_ TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • REACTIONS. (lb/size) 5=171/0-3-8,4=171/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-292/0 i NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Refer to girder(s)for truss to truss connections. 3)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,Hie October 17,2018 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 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 applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling or individual truss web and/or chord members only.Additional temporary and permanent bracing •1.Te ' �Y� kis always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the � 1t fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and SCSI Building Component • 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss • Truss Type - Qty Ply Bella Terra-FR2 . K5288379 B1803554 FT11 GABLE 1 1 • Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:32 2018 Page 1 ID:HLwjmVMcHBFeH7wLOOac?IySTWY-LJaWFkgmCcBFSmJCSc6B3GV4jKl1 Dtl?x_O2UwySSHf 1 2x4 2 2x4 - 3 2x4 4 2x4 • • Scale=1:10.3 • 9 R '6 • • • 6 7 6 5 2x4 2x4 2x4 • 2x4 1-4-0 2-8-0 _ 3-4-6 1-4-0 1-4-0 0-8-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.02 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-R Weight:14 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G REACTIONS. All bearings 3-4-6. (lb)- 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)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)A plate rating reduction of 20%has been applied for the green lumber members. 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. t.l/ October 17,2018 OMEN AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE 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 applicability 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 •MYeL` 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 trusses and truss systems,see ANSIITPII quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply Bella Terra-FR2 K5288380 B1803554 FT12 GABLE 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:33 2018 Page 1 ID:HLwjmVMcHBFeH7wLo0ac?IySTWY-pW8uS4rPzwJ64wuPOJdQbUIERkeGyK089e7bOMySSHe • 1 2x4 2 2x4 3 2x4 4 2x4 Scale=1:10.3 O • Q ‘oui �!�-i- 9Oi�0 !i ! !- - �i� �i�i�i� i• 8 7 6 5 2x4 2x4 2x4 2x4 1-4-0 2-8-0 3-9-14 . 1-4-0 1-4-0 1-1-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.02 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-R Weight:16 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, • BOT CHORD 2x4 DF No.1&Btr G except end verticals. l WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G REACTIONS. All bearings 3-9-14. . (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)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)A plate rating reduction of 20%has been applied for the green lumber members. 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. ...........6W4::::1(95,„e_____„.. October 17,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MUTER REFERENCE 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 IIII .. 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 M�I ek7 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the - IYIR fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7811 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply Bella Terra-FR2 • 1(5288381 B1803554 FT13 GABLE 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:34 2018 Page 1 I D:HLwjmVMcHBFeH7wLOOac?IySTWY-HiiGgPrljERzh3Tba09f8hap_8_ShnFHOIt9YoySSH d 1 2x4 2 2x4 3 2x4 Scale=1:10.3 • 0 • • • • • 6 5 4 • 2x4 2x4 2x4 1-4-0 - 2-10-6 1-4-0 1-6-6 LOADING (psf) - SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a • BCDL 5.0 Code IBC2015/TP12014 Matrix-R Weight:12 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G - TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G REACTIONS. (lb/size) 6=60/2-10-6,4=71/2-10-6,5=151/2-10-6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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)A plate rating reduction of 20%has been applied for the green lumber members. 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. 4 ••• October 17,2018 • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 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 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 M • is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the " tR fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5288382 B1803554 FT14 GABLE 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Sep 24 2018 MiTek Industries,Inc. Wed Oct 17 16:39:34 2018 Page 1 ID:HLwjm VMcHBFeH7wLOOac?IySTWY-HiiGgPr1 jERzh3Tba09f8ha P_8_ShnFHOIt9YoySSHd • 1 2x4 2 2x4 3 2x4 Scale=1:10.3 0 O • •iiii!i!i�i�i�i!ii�i�i�iO�ii!i��!i!O�i�i�i! 6 5 4 2x4 2x4 2x4 1-4-0 2-10-6 1-4-0 1-6- • 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 . Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WE 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-R Weight:12 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G REACTIONS. (lb/size) 6=60/2-10-6,4=71/2-10-6,5=151/2-10-6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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)A plate rating reduction of 20%has been applied for the green lumber members. 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. October 17,2018 •AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7473 rev.10Po3/2015 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 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. III•.'Tei R is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the �Y��1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 A Symbols Numbering System General Safety o PLATE LOCATION AND ORIENTATION 3/4" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury r= Dimensions are in ft-in-sixteenths. 11� Apply plates to both sides of truss 1 2 3 1 Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. Q'�1fi r 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves 11:ME p may require bracing,or alternative Tor I _ iY p bracing should be considered. iii r2,_ � 1_� 0Ido 0� d 3. ackr exceed the design loading shown and never d U stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 C6-7 C5-6 t— designer,erection supervisor,property owner and plates 0- 's'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/7P'1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall 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,ESR1988 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 i� 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 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. 1 Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. *MMO reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. IIIIII�� 18.Use ofreen or treated lumber may y pose unacceptable =� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 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. snot sufficient. BCSI: Building Component Safety Information, lire k111 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, M ANSI/TPI 1 Quality Criteria. ii Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015