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Plans (78) Jap t. Truss 1Truss Type JQty Ply David Weekley-SB13 K6332498 PP 1853516 FT01 Floor Supported Gable 1 I 1 Job Reference(optional)... ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:22 2019 Page 1 I D:IV3e81AOU S3zS M9I Lw2XgLz2Q TB-C 5gt8s?oLd D?I6z4O H7GXg_2urKrYF VS OTI N P Mz05oN 0-1,8 tIl Scale=1:35.8 3x6 FP:::.= 3x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1TO 3qi } iiii :F..i) a 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x4 3x4 3x6 FP-_ F 21-8-0 21-8-0 Plate Offsets(X,Y)— 118:0-0-12,0-0-01,_119 0-0-12,0 0 0] 38 0-1-8 0-1-0] [390-1-8,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 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 Ina YES WB 0.02 Horz(CT) -0.00 20 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-R Weight:87 lb FT=20%F,11%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. OTHERS 2x4 DF Std G(flat) REACTIONS. All bearings 21-8-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)20 Max Gray All reactions 250 lb or less at joint(s)37,21,20,36,35,34,33,32,31,30,29,28,27,26,25, 24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20. 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. Ore061 Strongbacks to be attached to walls at their outer ends or restrained by other means. ����� o fiC s� 8)CAUTION,Do not erect truss backwards. u Pn c2 <CNG1NEF9 /— =92oaP r _ '!,gip. Cc C) 4/OREGON�� �(i /0 �Y14, 2© Q4 MFRRILL 0 EXPIRES: 12-31-2019 July 2,2019 1 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 Mi 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,DSS-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 Jcgb r Truss Truss Type Oty 'Ply David Weekley-SB13 K6332499 11853516 FT02 FLOOR 11 1 1. ]...................._._.Job Reference(optional)................................................_....................................._...._.__.._ I ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:23 2019 Page 1 I D:IV3e81AOU S3zSM9I Lw2XgLz2QTB-g HOGMCOQ6xLswGYGy_N4u W 7 W FXcHXgcc7VwxozO5oM 0-1-8 2-6-0 2-0-0 1 I11...................................................I L.................._......_............ ..-1 Scale=1:40.3 41, 2x4 1.1 5x6 II 2x4 8x6 3x6 FP 2x4 :::... 4x8 ._._. 4x12 ____. 3x8 3x6 II 3x8 -�= 4x12 := 4x8 3x4 11 1 2 3 4 5 6 7 8 9 10 11 12 i IF 1.T;'T. \ 1 211 20 19 18 17 16 15 14 13 4x8 4x6 5x16 3x6 i I 3x6 I 1 3x6 FP::..: 5x16 4x6 = 4x8 2x4 SP-:.... 0-0:8 10-7-8 .11-7-8 112-7.8} 23-8-12 04-8 10-7-0 f1-0-0 1-0-0 11-1-4 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[4:0-2-0,Edge],[6:0-3-0,Edge],[7:0-3-0,0-0-01,[9:0-2-0,Edge],[11:0-1-8,Edgej,[13:Edge,0-1-8],[14:0-1-8,Edgej,[20:0-1-8,Edge], [21:Edge 0 1.8],[22 0-1.8,0.-1-0],123:0-1-8,0-1-0]__ LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/det1 L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.40 17-18 >707 480 MT20 2201195 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.70 17-18 >404 360 BCLL 0.0 Rep Stress Inc: YES WB 0.65 Horz(CT) 0.12 13 n/a n/a BCDL 5.0 Code IBC20151TP12014 Matrix-RH Weight:131 lb FT=20%F,11%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) 21=1030/0-5-8,13=1030/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2036/0,3-4=-4721/0,4-6=-4718/0,6-7=-5480/0,7-8=-5475/0,8-9=-4731/0, 9-10=-4733/0,10-11=-2078/0 BOT CHORD 20-21=0/2036,19-20=0/3541,18-19=0/5480,17-18=0/5480,15-17=0/5438,14-15=0/3572, 13-14=0/2078 WEBS 7-17=-418/238,2-21=-2242/0,2-20=0/702,3-20=-1663/0,3-19=0/1289,6-19=-1063/0, 11-13=2279/0,11-14=0/696,10-14=-1651/0,10-15=0/1268,8-15=-846/0, 8-17=348/567 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 16=11% 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. n P R OFF s Strongbacks to be attached to walls at their outer ends or restrained by other means. <(, s 6)CAUTION,Do not erect truss backwards. �, �LaG t NEFR /09 y8 200PE V' • OREGON t‘ �'i 426,741, O gy14, 2o Q�' 'SFR R 1 L.'-6 EXPIRES: 12-31-2019 July 2,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Mt 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 propedy 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 ANSUTPII 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 JO r Truss Truss Type Qty Ply David Weekley-SB13 K6332500 1853516 IFT03 Floor 2 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:23 2019 Page 1 ID:IV3e81AOUS3zSM9ILw2XgLz2QTB-gHOGMCOQ6xLswGYGy_fV4uWC1 FfLHh8cc7Vwxoz05oM 0-1-8 I---I I -.____._...------ 1-7-8 ...._... .........I ----- __-......_....2-5-0 ....... ......... ......}....- ----.__....... ...... .._.....2-6-0 ......_. ......... ......... Scale=1:13.5 3x8 ::::: 3x4 2x4 II 12x4 II 2 3 4 5 " �� f r, I j 2x4 ..... , , o i::::::-::::::.: 2x4 ��\\`` g 3x4 = A, 8 6 .::.........:J 3x8 3x4 2-1-8 1-10-8_ ................................................_2 0-................................__._._....._._....__...................._......_...................................................................... -3-$......................................................................_.__.... --.............................................1-10-8 -I-$ 5-2-0 .____.__._._...._.__.__.._,..........__..................I 0-1-8 Plate Offsets(X,Y)— 9:0-1-8,0-1-01_._[10.0-1-8,0-1-01____ .._...... LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) 0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(CT) -0.08 6-7 >811 360 BCLL 0.0 Rep Stress Ina YES VVB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-P Weight:37 lb FT=20%F,11%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) 6=211/0-3-8,7=412/0-3-8 Max Gray 6=220(LC 4),7=412(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 6-7=1/254 WEBS 3-6=-282/1,3-7=-306/0 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)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. �<cat PROpe ��5 �NGiNEFII /c-44 9 '9200P r- _ _:ate%. 2i OREGON�bi 40 /O 49 y 14, 20 P4 � RRRA' 6 EXPIRES: 12-31-2019 July 2,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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/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 Jqb I Truss Truss Type Qty Ply David Weekley-SB13 K6332501 1853516 FT04 FLOOR GIRDER 1 1 I (Job Reference(optional) J ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:24 2019 Page 1 I D:IV3e81AOU S3zSM9I Lw2XgLz2QTB-9TxeZY12tFTjXQ6SVhAkd53M3exh04x IrnEUTEz05oL L......._.........................................._2-6-0.................._.__.........._....._..._........._._.._0-11-8........._.....I L....__...._.........._1.-55-12......_._._.._---- Scale=1:17.4 4x8 3x4 = 2x4 II 3x8 .:.:: 2x4 II 12x4 II 2 3 4 5 6 7 r t..._ .._..........._.....,. 3x4 = 3x6 :::.. 3x6 = 3x6 3-7-12 10-6-12 I 3-7-12 6-11-0 LOADING (psf) SPACING- 1-7-3 ( CSI. DEFL. in loc I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.04 9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(CT) -0.12 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-RH Weight:51 lb FT=20%F,11%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) 8=585/Mechanical,11=664/0-7-14 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1475/0,3-4=-1497/0,4-5=1497/0 BOT CHORD 10-11=0/1197,9-10=0/1525,8-9=0/999 WEBS 5-8=-1104/0,2-11=-1323/0,5-9=0/551,3-10=-348/0,2-10=0/453 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-lOd(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)327 lb down at 3-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 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(plf) cVert: tO P R OfiF cS' Concentrated6 -80,s 7=-so Loads(Ib) \��' NG1N4- `s/O Vert:3=-327(F) 89200PE Zisi r y4/OREGON N tt 4'ticr /O l'y 14, 2C) f,4 MFR R 11-x-et EXPIRES: 12-31-2019 July 2,2019 1 MIMI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 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 IJgb ', i Truss Truss Type iDty Ply David Weekley-SB13 IK6332502 1853516 FT05 FLOOR 2 1 Job Reference(optional) -_ ProBuild West, Beaverton,OR 97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:24 2019 Page 1 I D:I V3e81AOUS3zSM9l Lw2Xg Lz2QTB-9TxeZY 12tFTjXQ6SVhAkd53M H e_w07wIrnEU TEz05oL 2-6-0 1-0-3 ..... Scale=1:12.6 3x6 ::::. 2x4 11 1 2 2x4I I 3 4 3x4 ..-::: 5 6 r [_I� Y I.... J .....,.._,..--r"— ill ,�,�` 9 y 3x4 ::::. 3,6 r::_ 9 8 7 3x4 6-9-3 I 6-9-3 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.01 8 >999 '480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) -0.03 7-8 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 7 n/a n/a BCDL 5.0 j Code IBC2015/TP12014 Matrix-P Weight:34 lb FT=20%F,11%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=296/Mechanical,7=296/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-405/0 BOT CHORD 8-9=0/405,7-8=0/383 WEBS 4-7=-424/0,3-9=-444/0 NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Refer to girder(s)for truss to truss connections. 3)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.) cNGINEF9 /°* =9200P :ate P. 7 Cr 4-i OREGON £., i0 "9 - 14, 20 Q,j- ' RRIt-L.9 EXPIRES: 12-31-2019 July 2,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2016 BEFORE USE. III 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 e Jqb IPl Truss Truss Type Qty y David Weekly SB13 K6332503 1 1 1853516 FTO6 FLOOR GIRDER 1 1 ..._... ) ....... IJobReference.(optional) ...... l ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:25 2019 Page 1 ID:IV3e81AOUS3zSM9ILw2XgLz2QTB-dgVOnulgeYba9Zhe3Phz9JbPs2K6laFu4R_1?gz05oK 2x4 I I l—__.._......_0-7-8......................1-- _..................__......._2-6-0._.___ 1 2 2x4 II 3 3x4 = 8 4 5 Scale=1:9.4 I i o / / ,. i 3x4 �x. 3x4 ::::: L0-3-0 .}.............._....................._.____ __..........................._3-7$----- 0-3-0 3-4-8 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) 0.00 7 ""' 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(CT) -0.02 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-P Weight:181b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-8 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) 7=391/Mechanical,6=389/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 6-7=0/306 WEBS 3-6=-338/0,3-7=-586/0 NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Refer to girder(s)for truss to truss connections. 3)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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)232 lb down at 1-0-4,and 232 lb down at 2-7-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 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(plf) Vert:6-7=-8,1-2=-80,2-4=-80,4-5=-80 ca 0 P R OFF Concentrated Loads(Ib) ss ��' Vert:3=-232(B)8=-232(B) ...__,14 D �NGIN �E7 /'o :9200P _411101?.. . . . . 4 OREGON\� SAI <O liy14, 2. P+ MSR R 1 L\-6 EXPIRES: 12-31-2019 July 2,2019 ii,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. _�1 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 MIR** is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the I 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 (JQb -, , Truss 'Truss Type Qty Ply David Weekley-SB13 K6332504 1853516 FT07 (Floor 2 1 -......... l._-- _ Job Reference(optwnal)....._. ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:26 2019 Page 1 I D:IV3e81AOUS3zSM9ILw2XgLz2QTB-5s30_E21PsjQnjGrd6CCiW8eISYMUuX2J5jaY7z05oJ 0-1-8 2-6-02-0-0 -7-8 FI1.................................................... Scale=1:40.4 2x4 I I 5x6 I I 2x4 ::::: 3x6 FP:::::: 6x6 -:::: 2x4 -:::. 4x8 ::r 4x12 :::::. 3x8 3x6 II 3x8 = 4x12 :::::: 4x8 :::::. 2x4 II 1 2 3 4 5 6 7 8 9 10 11 12 13 i .. ,. ii ____-__ _I 22 21 20 19 18 17 16 15 14 4x8 r::,:. 4x6 = 5x16 = 3x6 I i 4x6 I I 3x6 FP= 5x16 ,,,- 4x6 :::.. 4x8 :::.- 2x4 SP::::: 0--8 10-7-8 111-7-8,12-7-8 __......... 23-10-8 ----- -- 0- -8 10-7-0 r 1-0-0 1-0-0 ----- 11-3-0 Plate Offsets(X,Y)— [2:0-1-8,Edge],[4:0-2-0,Edge],[6:0-3-0,Edge],[7:0-3-0,0-0-0],[9:0-2-0,Edge],[11:0-1-8,Edge],[14:Edge,0-1-8],[15:0-1-8,Edge],[18.0-3-0,Edge], [21:0-1-8,Edge],,..[22:Edge,0-1-81,[23:0-1-8,0-1-4_124 0-1.-8,0-1-01 ..._... LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.40 18-19 >704 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.70 18-19 >402 360 BOLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.12 14 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:131 lb FT=20%F,11%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) 14=1048/0-4-0,22=1033/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2044/0,3-4=-4744/0,4-6=4741/0,6-7=-5515/0,7-8=-5510/0,8-9=-4736/0, 9-10=-4739/0,10-11=-2043/0 BOT CHORD 21-22=0/2044,20-21=0/3557,19-20=0/5515,18-19=0/5515,16-18=0/5464,15-16=0/3557, 14-15=0/2043 WEBS 7-18=-373/197,2-22=-2250/0,2-21=0/706,3-21=-1672/0,3-20=0/1295,6-20=-1077/0, 11-14=-2249/0,11-15=0/707,10-15=-1674/0,10-16=0/1290,8-16=-840/0, 8-18=-318/541 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 17=11% 3)A plate rating reduction of 20%has been applied for the green lumber members. 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. G P R Ore Strongbacks to be attached to walls at their outer ends or restrained by other means. Q 5)CAUTION,Do not erect truss backwards. f ' ��G1 NEER W. 89200PE t' , simile ySc LrifOREGON�Di ,<4, /O .4y 14, 2° P-1- MfiRR1l-\-6 EXPIRES: 12-31-2019 July 2,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/01/2015 BEFORE USE. 111 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 propedy 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/TPIl 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 '.... IJgb ,t a Truss Truss Type Qty Ply David Weekley-SB13 K6332505 1853516 IFT08 FLOOR 7 1 Job Reference(optional)._..... ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:27 2019 Page 1 ID:IV3e81AOUS3zSM9ILw2XgLz2QTB-Z2dmCZ3w9ArHOtr1 BgjREkhpdsugDLwBXIT84Zz05o1 0-1-8 H F 2-6-0 ____._...� F 2-0-0______9-571 Scale=1:40.1 2x4 I I 2x4 3x8 FP ,:.- 6x6 :::-: 2x4 .:::: 4x8 ::.::: 4x12 ,,,, 3x8 ,: 5x6 II 3x6 II 3x8 = 4x12 ..:.. 4x8 :::.r 2x4 1 1 2 3 4 5 6 7 8 9 10 11 12 13 Pt i .y 3 ttt... 1 ......1.:.::'� -- :. �''._ ca-1 .� a 1 Ey 22 21 20 19 18 17 16 15 14 4x8 :r.::: 4x6 __ 5x16 = 3x6 I I 3x8 II 3x6 FP= 5x16 4x6 4x8 ::::: 2x4 SP 0-C-8 23-8-4 O-6-8 ____. ____. ____. __23-7-12 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[4:0-2-0,Edgej,[6:0-3-0,Edge],[7:0-3-0,0-0-0[,[9:0-2-0,Edge],[11:0-1-8,Edge],[14:Edge,0-1-8],[15:0-1-8,Edgej,[21:0-1-8,Edge], 122:Edge,0-1-8],,..[23:0-1-8,0-1-01,[24:0-1-8,0-1-0]... LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.39 18-19 >716 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) -0.68 18-19 >409 360 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.12 14 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-RH Weight:129 lb FT=20%F,11%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) 22=1025/0-5-8,14=1040/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2026/0,3-4=-4690/0,4-6=-4687/0,6-7=-5432/0,7-8=-5428/0,8-9=-4680/0, 9-10=-4683/0,10-11=-2025/0 BOT CHORD 21-22=0/2026,20-21=0/3520,19-20=0/5432,18-19=0/5432,16-18=0/5389,15-16=0/3521, 14-15=0/2025 WEBS 7-18=-438/247,2-22=-2231/0,2-21=0/697,3-21=-1651/0,3-20=0/1277,6-20=-1048/0, 11-14=-2229/0,11-15=0/698,10-15=-1654/0,10-16=0/1268,8-16=-852/0, 8-18=-350/583 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 17=11% 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. n 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. QEQ P R Ore Strongbacks to be attached to walls at their outer ends or restrained by other means. �`` Ccs 6)CAUTION,Do not erect truss backwards. �Gf�.. �NG�N F4 9 ts�O�-9 ` " ;92 OP r -eilt . . yct- / 4 OREGONb 44, O Y14, 24\ P4 ' RR1LI- EXPIRES: 12-31-2019 July 2,2019 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 Wel*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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 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 40, e, 4 Truss Truss Type Qty Ply [David Weekley-SB13 K6332506 1853516 FT09 Floor Supported Gable 1 1 Job_Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:27 2019 Page 1 ID:IV3e81AOUS3zSM9ILw2XgLz2QTB-Z2dmCZ3w9ArHOtr1 BgjREkhw8s17DVIBXIT84ZzO5o1 1-$ 1 2 3 4 5 6 Scale=1:10.0 13 ... .I ' ( v 12 0 11 10 9 8 7 5-4-0 5-4-0 Plate Offsets(X,Y)-- [12:0-1-8,0-1-0],_113:0-1-8,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid 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 lncr YES WB 0.02 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 f Code IBC2015/TP12014 Matrix-R Weight:23 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-0 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. OTHERS 2x4 DF Std G(flat) REACTIONS. All bearings 5-4-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)6 Max Gray All reactions 250 lb or less at joint(s)11,7,6,10,9,8 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)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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. PRore, NGINEfig io�9 89200PE OREGON 10 �L/'0 14, 2°�Q'�� ERRILL EXPIRES: 12-31-2019 July 2,2019 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 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 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 Jqb t Truss Truss Type Qty Ply (David Weekley-SB13 K6332507 1853516 FT10 Floor 1 1 Job Reference(optionall. ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:28 2019 Page 1 ID:IV3e8IAOUS3zSM9ILw2XgLz2QTB-1EB9Pv4ZwTz801QDkXEgnxD1?GIGyuyLmPChc?zO5oH 0-1-8 2-6-0 2-5-0 2-0-0 2-4-0 .{ L......................._........._................._.........__...................................I....................................................._..._........................................i I....................................................._........................._.I L....._................................................................._......._.._......... Scale=1:20.5 2x4 I I 2x4 2x4 _= 2x4 II 2x4 II 3x8 .._._ 2x4 II 1 2 3x6 3 4 5 6 7 I ................................................................. .................... 1 ._. 3x4 = .:........... Tt „,1 10 9 3x4 :_ 3x4 3x4 iiiii 5-2-0I 15 6-3-8 7-3-8 7 12-6-0 5-2-0 0 ....._.10.0 10-0 0.1 51-0 i Plate Offsets(X Y)-- [3:0-1-8,Edge],-[4:0-1-8,Ed_ge]j9 0-1-8,Edge1,[10:0-1-8,Edge][12:0.-1_-8,0-1-0],-[13:0-1-8,0-1_-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.10 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) -0.19 10-11 >746 360 BOLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-RH Weight:56 lb FT=20%F,11%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) 8=548/0-5-8,11=533/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1330/0,3-4=-1330/0,4-5=1330/0 BOT CHORD 10-11=0/898,9-10=0/1330,8-9=0/896 WEBS 2-11=-999/0,2-10=0/543,5-8=-997/0,5-9=0/547 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. �`�n'.° PR°Fess ��5 �NGINFF9 /'29 $9200PE i"' , /„ OREGONt, ��Q /O l9y 14, 2tiN `4 SER R t 0-' EXPIRES: 12-31-2019 July 2,2019 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based onty 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7Pl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle I Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jpb • ,. Truss liTrus s Type Qty Ply David Weekley-SB13 K6332508 1853516 FT11 'Floor Supported Gable 1 1 I I Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:28 2019 Page 1 ID:IV3e81AOU S3zSM9ILw2XgLz2OTB-1EB9Pv4ZwTz801Q110(EgnxD5uGNMyy_Lm PChc?z05oH 0-[143 1-0-1-8---I Scale=1:20.0 1 2 3 4 5 a 7 8 9 10 11 1 " I :r -1. 1 0• i,,. I, I 1 1 i [...!..... i!9:8 Ft- 14 I ' . 1 1 23 ._. 1---- 1 r 1 - 11 I, 1 ,{it 25 I i1 i 1 II' Pi 11. 22 21 20 19 18 17 16 15 14 13 12 12-6-0 [ I 12-6-0 Plate Offsets(Xx)-- li:0-1-8,Edge],[12:0-1-8,Edgel[23:0-1-8,0-1-01,1240-1-8,01-0125:0-1-8,0-1701128:0-1-8,0-1-01 ................................. ..................................................................................................................................................................................................... LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud 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 Ina YES WB 0.02 Horz(CT) 0.00 12 n/a n/a BCDL 5.0 Code 1BC2015/TP12014 Matrix-R Weight:52 lb FT=20%F,11%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. OTHERS 2x4 DF Std G(flat) REACTIONS. All bearings 12-6-0. (lb)- Max Uplift All uplift 100 lb or less at joint(s)12 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(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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12. 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. <.., '-lko PRO % u.o c:s..,. 4f.. K. 8200PE 1" ..4411V0I''' 4111P c3 Cr -7, ,c,OREGON Ix pi c.?0 ), .° 14, 2 , No 4RRII-N- EXPIRES: 12-31-2019 July 2,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 r ...— ev.10/03/2015 BEFORE USE. mit Design valid for use only with kliTek6 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Sale 312,Alexandria,VA 22314. Corona,CA 92880 1 JO . , t Truss 'Truss Type Qty Ply David Weekley-SB13 K6332509 1853516 FT12 Floor Supported Gable 1 1 1...................................................................................................................................................................................................Job Reference(optional)................................................................................................................................., ................... ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:29 2019 Page 1 ID:IV3e8IAOUS3zSM9ILw2XgLz2QTB-VRIXcF4Bhn5?eB?Q IFIvK9mFPfjchPFU?3yE8Sz05oG 0.11 0.1-6 Scale=1:12.4 1 2 3 4 5 6 .... ....... ._. ...... ........ ...... ...... ......... ... .... .... ,o 14 ___. 1 --- 16 I [ y 13 15 12 11 10 9 6 7 6-8-0 I 6-8-0 Plate Offsets(X,Y). [6:0-1-8,Edge],_[7:0 1 8 Edgel,[13:0-1-8,0-1-0],_[14:0-1-8,0-1-01[15:0-1-8,0-1_-0],_116:0-1-8,0-1-0], 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 0.07 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 7 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-R Weight:29 lb FT=20%F,11%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. OTHERS 2x4 DF Std G(flat) REACTIONS. All bearings 6-8-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)12,7,11,10,9,8 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)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. <�ED PRop ��� ��G1NFF9 /(.' 89200PE s- ,�OREGON Ix <a' 4-/.6-.7,1 q y 2 14, 6 Q-�' SER R 10-e' EXPIRES: 12-31-2019 July 2,2019 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 J 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 Milek" 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/TWI 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 JO a . Truss Truss Type Qty Ply David Weekley-SB13 1 K6332510 1 1853516 FT13 Floor 13 1 1........... Job Reference(optional)......_. ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:29 2019 Page 1 ID:IV3e81AOUS3zSM9ILw2XgLz2QTB-VRIXcF4Bhn5?eB?Q IFIvK9mCCfdGhLyU?3yE8SzO5oG 2-6-0 2-0-01C1-310-126 Scale=1:21.6 2x4 11 2x4 I I 2x4 .. 2x4 II 3x8 = 2x4 II 3x4 . 3x8 :::::_ 2x4 =:::, 1 2 3 4 5 6 7 8 I i` [ 1- ----„:„. 14 13 12 11 10 l y\._ 3x6 354 `-: 2x4 II 3x4 _____. 3x6 5-3-0 -- 5 6-4-8 7-4-8 13-1-12 I......... ss=o o is 8 1-0-0 -0 o }..._.__1-0-0 . }..... 5-9-4 ...... I Plate Offsets(X,Y)-- (4:0-1-8,Edge],[5:0-1-8,Ed e, 8:0-1-8,Ed e,[11:0-1-8,0-0-01 12:0-1-8,Ed e,[14:0-1-8,0-1-01415:0-1-8,0-1-01 15:0-1-8,0-1-0 LOADING (psf) SPACING- 1-7-3 CSI. j DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) -0.08 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(CT) -0.18 12-13 >857 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:61 lb FT=20%F,11%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) 13=577/Mechanical,9=561/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1464/0,4-5=-1464/0,5-6=-1461/0,6-7=-1461/0 BOT CHORD 12-13=0/979,11-12=0/1464,10-11=0/1467,9-10=0/983 WEBS 3-13=-1083/0,3-12=0/578,7-9=-1087/0,7-10=0/529,6-10=-254/208,5-10=-456/327 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. 5)CAUTION,Do not erect truss backwards. ' ' Si'v PRQfiFz. ss ,S...� 0NGIN�'9 /°I, 89200PE �' � r . % OREG,_ ,4/ON 'friRRiI-L EXPIRES: 12-31-2019 July 2,2019 1 A WARNING-Verily 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 p 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 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 Truss Truss TQtyPlyDavid Weekle - B13 JO S R Type Y K6332511 1853516 FT14 loor 2 1 l 1- Job Reference(optional)._.___ ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:30 2019 Page 1 ID:IV3e81AOUS3zSM9ILw2XgLz2QTB-zdJvgb5pS5DsFLacsyHBsMJNN3xvQoudDihohuz05oF _ ----- 2-6-0_....._..- ----- 2-� I _._._ 19-3-q 0-118 Scale=1:22.0 2x4 I I 2x4 II 2x4 :::_ 2x4 II 3x8 = 2x4 II 3x4 :::_ 3x8 --:::. 2x4 1 2 3 4 5 6 7 .. ....- ._. ._ - --------- 14 Ifi:t 9 -1-.,..--- , '', di\ '''-\: 1 1---. -- . .„.. 12 <' 11 10 9 .....�. 3x4 =:::- 3x4 2x4 II 3x4 ::::: 3x6 ::::: 5-6-4 6-6-4 7-6-4 13-3-8 I 5-6-4 1-0-0 1-0-0 5-94 Plate Offsets(X Y_)-- [30-1 8,Edge],[4.0-1-8,EdgeJ,17:0-1-8,EdgeJ,[10:0-1-8,EdgeJ 111 0 1-8 Edge] [13:0-1-8,0-1-01[140-1_-80-1 0] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.09 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(CT) -0.19 11-12 >828 360 BCLL 0.0 Rep Stress lncr YES WB 0.31 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:61 lb FT=20%F,11%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 OF 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) 12=573/0-4-0,8=573/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1521/0,3-4=-1521/0,4-5=-1512/0,5-6=-1512/0 BOT CHORD 11-12=0/1005,10-11=0/1521,9-10=0/1525,8-9=0/1009 WEBS 2-12=1111/0,2-11=0/617,6-8=-1115/0,6-9=0/557,4-9=-505/321 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. KC,- PINROpFSS ' C...--. 9 /'y9 89200PE v • iirtte . yL , _OREGON I lt, 'to -9 y 14, 2Q 4 MSR R 11-k- EXPIRES: 12-31-2019 July 2,2019 -- 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 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?P11 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 IJ9b r , • Truss Truss Type 'Qty 'Ply David Weekley-SB13 K6332512 1853516 FT15 Floor 71 1........ Job Reference(optional).._.._ ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:31 2019 Page 1 ID:IV3e81AOUS3zSM9ILw2XgLz2QTB-RptH1x6RDOLjtU9o0goNParYFTJZ9FTnSMRLDKz05oE g 2-6-0......_..........................._.....1 ?-44)1 I ..............._.._2-0-0................................19-3-4 0-h_ Scale=1:22.0 3x8 __- 3x4 =: 3x4 111 3x8 1 2 3 4 5 8 7 8 ---------- .,. r ... .._. ...__.- ---- ..... ...._ ...- - _.._- 2 j ,� I. l f15 1 3x4 = 3x6 ::.. 3x8 3x4 .___:. 5-8$_............_........_...---...__ 6-8-8 7-8-8 13-5-12 1.................................__......--__.................................................._58-8 �..._...._1 0-0.............1.........._10 0_....._....1....._..................................._.................................. 5-94 ....._.... Plate Offsets(X,Y)-- I4:0-1-8 Edge],[5:0-1-8,Edge],I8:0-1-8,Edge),[1.1:0-1-8,Edge],[12:0-1-8,Edge],..[15:0-1-8,0-1-01,I16:a1-B a1-O]__ ____-_ .___._.__ ......... _._....._ LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.06 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(CT) -0.13 13-14 >999 360 i BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-RH , Weight:65 lb FT=20%F,11%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) 14=582/0-1-12,9=582/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1546/0,3-4=-1546/0,4-5=-1566/0,5-6=-1547/0,6-7=-1547/0 BOT CHORD 13-14=0/1026,12-13=0/1568,11-12=0/1566,10-11=0/1568,9-10=0/1026 WEBS 2-14=-1134/0,2-13=0/575,4-13=-398/205,7-9=-1134/0,7-10=0/576,5-10=-439/229 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 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. � vsv PRQ1 c; NGtNEF' /p�9 , ....89200PE f 411111jii -. yG OREGON k,� /O '4r 14, Z° Q.. MER R I Lk-`' EXPIRES: 12-31-2019 July 2,2019 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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,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 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 1Jpb . , . Truss Truss Type Qty Ply David Weekley-SB13 K6332513 '1853516 FT16 Floor Supported Gable 1 1 Job Reference(optional)......... ProBuild West, Beaverton,OR-97005, 8.240 5 Jun 8 2019 MiTek Industries,Inc. Tue Jul 2 12:48:31 2019 Page 1 ID:IV3e8IAOU S3zSM9ILw2XgLz2QTB-RptH1 x6RDOLjtU9oQgoNParaWT019JknSMRLDKz05oE 0,1 8 Scale=1:21.6 1 2 3 4 5 6 7 8 9 10 11 L... I 24 W A '.ax•.111?. ...iA .. til. ,:L "+.;x ..._ . i:-:::.:.�.-r-tlM'1:.::ti ti�:.niv\V71:ti:.�.:.\;: . ---xz'.�t�.� 3.x .t>.3 . .-X::.".. t.,-i-,.Y.Y.vitt rt'�.t:i -c 22 21 20 19 18 17 16 15 14 13 12 13-5-12 f......... ......... ......... ......... ......... ____. ----- ......... ......... 13-5-12 ........ ........_ .. ......._._._.. ..__.--- --.-._._._ - _.._........ - _._._. -__.._......----I Plate_Offsets(X,Y)-- [1.1.:0-1.-8,Edge],112:0-1-8,Edge],_ ,[23:0-1-8,0-1-0 24:0-1-8,0-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 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 12 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-R Weight:54 lb FT=20%F,11%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 OF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G(flat) REACTIONS. All bearings 13-5-12. (Ib)- 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(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. 7)CAUTION,Do not erect truss backwards. Cc P R pFFss . �� NGtNFfiR /p�9 =92 OP r AO 7 A OREGON � �ki� ''0 - 14 2.0\ P4 MRRILA- EXPIRES: 12-31-2019 July 2,2019 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. NI 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 , fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 • • Symbols • • Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION • 6 4-8 • 3 • j4' Center plate on joint unless x,y dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property • offsets are indicated. (Drawings not to scale) Damage or Personal Injury r&� Dimensions are in ft-in-sixteenths. i Apply plates to both sides of truss 1 2 3 i 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing, TOP CHORDS 9 g,is always required. See BCSI. • 44444% 2. Truss bracing must be designed by an engineer.For • 0-1/16" 4 wide truss spacing,individual lateral braces themselves • may require bracing,or altemative Tor I • C a I bracing should be considered. O rillAp U 11111P,211teAi O 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O a k d I. O 4. Provide copies of this truss design to the building c7-8 c6-7 cs-s For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0- 'is'from outside BOTTOM CHORDS i 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 • • CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 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 use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 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 Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. 4/ 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 or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. t=0 � Indicates location where bearings16.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. reaction section indicates joint __ number where bearings occur. __ 17.Install and load vertically unless indicated otherwise. 1.---2.1mMin size shown is for crushing only. 18.Use ofreen or treated lumber may y pose unacceptable environmental,health or performance risks.Consult with Industry Standards: MI 1 project engineer before use. ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone • is not sufficient DSB-89: Design Standard for Bracing. • BCSI: Building Component Safety Information, MiTek 20.ANSIDesign/TPI assumes1Duality manufacturetriteis in accordance with Guide to Good Practice for Handling, Installing&Bracing of Metal Plate Connected Wood Trusses. 1. MiTek Engineering Reference Sheet MII-7473 rev. 10/03/2015