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Plans (386) mit MiTek" MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-30 MAIN H Fax 916/676-1909 3376 A/E SELLWOOD The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R51740849 thru R51740859 My license renewal date for the state of Washington is January 2,2019. 0-cONIO 14, C) OF WASH, , to, 14, 49639 {q� Ivy r , September 18,2017 Hernandez,Marcos 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. 4 y Job Truss Truss Type Qty Ply 3376 NE SELLWOOD R51740849 . PL17-30_MAIN_H F01 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:39 2017 Page 1 ID:Ar117mthBISmC3J1 UUp6ugyuVvD-J86grWtEntRJVZiONxP119s5FUfaamvekhN?kHycOLA 0-6-8 I I I 2-5-4 2-6-0 Scale=1:18.4 1.5x3 II 3x8 = 1.5x3 II 3x8 = 1.5x3 II 1 2 3 4 5 0 0 NI- m 0 0 o e (ay 8 3x5 = 7 fi 3x10 = L� 3x5= 1 0-6-8 018-p 10-10-4 I 0-6-8 0-1- 10-2-4 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.08 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.14 6-7 >867 360 BCLL 0.0 Rep Stress Inc" YES WB 0.37 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:45 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=448/0-6-0,6=448/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=0/366,2-3=-1828/0,3-4=-1828/0 BOT CHORD 7-8=0/1348,6-7=0/1371 WEBS 4-6=-1414/0,4-7=0/471,2-7=0/495,2-8=-1393/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. c.Y N`., 04G1 NEFR `ri0 ¢ 87022 P E t' a or fwAs � 1. } N7AjOREGON c�y4C/ i •; r. r Job Truss Truss Type Qty Ply 3376 NE SELLWOOD r R51740850 PL17-30_MAIN_H F02 FLOOR 10 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:42 2017 Page 1 ID:Ar117mthBISmC3J1UUp6ugyuVvD-kjnzTYw64optMOQy23zSMnTabiiDn4x4QfcgLcycQL7 I 2-6-0 I 11-2-0 1 1 1-0-4 I P-6-8I Scale:3/8"=1' 1.5x3 I I 3x8 = 1.5x3 I I 3x8 = 3x6= 1.5x3 II 3x8= 1.5x3 H 3x5 = 1 2 3 4 5 6 7 8 9 A ci __�— — i :�-- —=—�'-= to Y _Y Y 1 14 ii 12 11 10 3x5 = 3x10 = 3x6= 3x10 = 3x10 = 1.5x3 II I 8-11-0 9-918 18-0-12 18-7-1 8-11-0 0-1-8 9-0-4 -6-8 Plate Offsets(X,Y)-- f9:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.04 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.10 14-15 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.54 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:79 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=304/0-6-0,13=968/0-5-8,15=305/0-2-8 Max Gray 9=337(LC 4),13=968(LC 1),15=338(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-962/46,3-4=-962/46,4-5=0/1201,5-6=-36/470,6-7=-36/470,7-8=-981/0, 8-9=-981/0 BOT CHORD 14-15=0/935,13-14=-478/54,12-13=-1201/0,11-12=-100/903 WEBS 5-13=-510/0,2-15=-964/0,4-14=0/1064,4-13=-979/0,9-11=0/1010,7-12=-1026/0, 5-12=0/964 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. OA R 4t" 87022 P E �9� tsNAONIO� ' , 4. SNfi C N 4 N y 'oj, OREGON (f, 4 ) 'A� SMB R .NN �0l �s E A- HE��P 7s0fi�,��4s6 �, °1ONALE 0 EXPIRES:06/30/2019 September 18,2017 t I ...... 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,not11111 11. 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 iTek" 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 A/E SELLWOOD R51740851 _ PL17-30_MAIN_H F03 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:44 2017 Page 1 ID:Ar117mthBISmC3J1 UUp6ugyuVvD-g6vjuExNcP3bbKaLAU?xRCZuHVMuFvTNuz5mQUycQL5 0-6-8 I- I 2-6-0I I 2-4-0 I I 1 2 0 I Scale=1:33.8 ' 3x5 = 1.5x3 II 3x8 = 1.5x3 II 3x8= 3x8 = 1.5x3 II 3x8 = 1.5x3 I I 1 2 3 4 5 6 7 8 9 _ —01a = � �-= i_� —. — I _ 15 14 13 12 11 0 1.5x3 II 3x10= 3x10 = 3x6 = 3x10= 3x5= 9S-81 10-10-8 1119-0 19-11-0 I -8 10-4-0 0-1-8 8-11-0 Plate Offsets(X,Y)-- r1:0-1-8,Edgel,r5:0-3-0,Edael 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 0.35 Vert(LL) -0.07 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(TL) -0.14 13-14 >878 360 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) -0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:84 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=362/0-6-0,10=293/0-2-8,12=1038/0-5-8 Max Gray 1=389(LC 3),10=336(LC 4),12=1038(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1196/0,2-3=-1196/0,3-4=-650/221,4-5=-650/221,5-6=0/1309,6-7=-950/157, 7-8=950/157 BOT CHORD 13-14=0/1316,12-13=-1309/0,11-12=649/34,10-11=0/928 WEBS 5-12=-588/0,1-14=0/1231,3-13=-797/0,5-13=0/1691,8-10=-957/0,6-11=0/1121, 6-12=-930/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. `��� NG,NEF,q `ri0 ZONIO 87022 P E r' Gaco of was 7 .'oj, OREGON tis OWN /7 N 9O �MBER 1\ / °S A. HE?" X4 ° �� sR ' w ,s,SIONALE • EXPIRES: 06/30/2019 September 18,2017 1 t 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 MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not �R 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 iTek' 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 A/E SELLWOOD ,- R51740852 PL17-30_MAIN_H F04 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:46 2017 Page 1 ID:Ar117mthBISmC3Jl UUp6ugyuVvD-cU1 UJvzd70JJrekkHvl PXdeGmJ36jvpgLHatUNycQL3 0-6-8 I-I I 2-6-0 I I 2-2-4 I I 1-2-0 I Scale=1:24.8 1.5x3 I I 3x8= 3x8 = 1.5x3 II 3x8 = 1.5x3 II i 1 3x5 = 2 3 s�4 5 6 7 -ger- 1011:111 .1.1111,21•11 lir 6111 _; III III IIII 1111 liA111111111111111111111111 Y Y ___—_ ! O V V 12 11 9 .► 1.5x3 II 3x10= 3x6 = 3x10= 3x5 = 10-6-8 I 5-7-4 51112 14-7-12 I 0-6-8 5-0-12 0-1-8 8-11-0 Plate Offsets(X,Y)-- f1:0-1-8,Edgel,f3:0-3-0,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.04 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.11 8-9 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.48 Horz(TL) -0.00 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:62 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=111/0-6-0,8=334/0-2-8,10=784/0-5-8 Max Uplift 1=-36(LC 4) Max Gray 1=178(LC 3),8=342(LC 4),10=784(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-328/252,2-3=-328/252,3-4=0/764,4-5=-991/0,5-6=-991/0 BOT CHORD 10-11=-764/0,8-9=0/949 WEBS 3-10=-361/0,1-11=-259/338,3-11=0/854,6-8=-978/0,4-9=0/952,4-10=-892/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. <0G P NE, ' s>0 X44 2'9 ZONIO 87022PE r O ¢ WASj'`�V�,�t �✓ ,.• 4 G /1 7 �4j, OREGON cy ��N I N 0 8ER Q � � s9 • c — A. HE� ° . . TS� . SSIONALti6 EXPIRES: 06/30/2019 September 18,2017 1 II 11111111 1 I i MINIM AWARNING-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 1111` 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 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 o A. Job Truss Truss Type Qty Ply 3376 NE SELLWOOD 1 R51740853 PL17-30_MAIN_H F05 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:48 2017 Page 1 ID:Ar117mthBISmC3J1 UUp6ugyuVvD-Zt9Ekb_tfea14xu6PK4tc2jd_7kxBrhypa3_ZFycQL1 0-6-8 1-8-8 2-6-0 Scale=1:17.1 1.5x3 II 3x8= 1.5x3 II 3x8 = 1.5x3 II 1 2 3 4 5 rn g 0 O o 3x4= 8 7 3x10 = 3x5 = f 0-6-8 018-0 10-1-8 _ I 0-6-8 0-1 9-5-8 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.06 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(TL) -0.12 6-7 >920 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:42 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=416/0-6-0,6=416/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=0/365,2-3=-1578/0,3-4=-1578/0 BOT CHORD 7-8=0/961,6-7=0/1243 WEBS 4-6=1282/0,4-7=0/345,2-7=0/636,2-8=-1023/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. �� 2'T' 01 ONIp� 87022PE < 'a4' of w x`41, ; (.1)(‘'oj OREGON(.1)(‘ N /, N y ti�Ali . 4 16 44BER \v vi .o (4,:r O P 49639 w� • S A. HE '20t'20t �•G.tszI ' ,6'.41,,..,S'1ONALti�6 EXPIRES: 06/30/2019 September 18,2017 1 I 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 �R 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 NE SELLWOOD e R51740854 PL17-30_MAIN_H F06 Floor 1 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:51 2017 Page 1 ID:Ar117mthBISmC3J1 UUp6ugyuVvD-zSgNMd1 myZycxPch4SdaEgL8GKmsOCYPVYHe9aycQL_ 0-6-8 1 I I 1-4-4 I I 2-6-0 I Scale=1:13.7 1.5x3 II 1.5x3 II 1 3x4= 2 3 3x8= 4 • m v ♦ dr p. 7 6 1.5x3 II 3x10 = 3x5= 1 0-6-8 1 7- 3-4 I 0-6-8 6-8-12 Plate Offsets(X,Y)— 11:0-1-8,Edge) LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.01 5-6 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.08 5-6 >999 360 BCLL 0.0 Rep Stress Ina' YES WB 0.32 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:30 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=290/0-6-0,5=290/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-583/0,2-3=-583/0 BOT CHORD 5-6=0/753 WEBS 3-5=-777/0,1-6=0/637 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. "<<5° PR 0FFs ,-._N ,N'' ,NGINEFR `r�0 2 87022PE 9cc 010NIp 47,,4 gip, do v O't, 3CV ' �4 . OREGON cy0 (uri N 9� cctilBER \\ 0 1 r 4 Q' 49639 ss"ONALS45 EXPIRES: 06/30/2019 Ilr■ September 18,2017 I I 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,note 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 iTek" 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 .. Job Truss Truss Type Qty Ply 3376 NE SELLWOOD R51740855 - PL17-30_MAIN_H F07 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:53 2017 Page 1 ID:Ar117mthBISmC3J1 UUp6ugyuVvD-vry7nJ20UACJAjm4Ctf2J5RUk8RMs6AhysmlDTycQKy 0-6-8 I 1 1 1-0-8 2-6-0 Scale=1:17.6 1.5x3 II 3x8 = 1.5x3 II 3x8 = 1.5x3 I I 1 2 3 4 5 , i'll — 0 0 0 3x4= 8 7 6(� 3x10 = LX, 3x5 = 1 0-6-8 1 9-5-8 0-6-8 8-11-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.05 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(TL) -0.11 6-7 >941 360 BCLL 0.0 Rep Stress lncr YES WB 0.38 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:39 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=387/0-6-0,6=387/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=0/375,2-3=-1346/0,3-4=-1346/0 BOT CHORD 7-8=0/621,6-7=0/1127 WEBS 4-6=-1162/0,2-7=0/747,2-8=-720/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. `• �c,„EV PROFFS C��c ANG NEF9 `r->0 2 ZONIO 1.4 `<- 87022PE �c �� e Q /i Ca N y �Aj, OREGON fj,,o4N �' ) 1, N 'A� 'MEEFt 1,� I r 4S+ �.1Q' 0 49639 <y'� A. HES �.„ -crsT ' . ' vs..,ssIONAL- EXPIRES: 06/30/2019 September 18,2017 I t MIMI AWARNING-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 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 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 I Job Truss Truss Type Qty Ply 3376 NE SELLWOOD e R51740856 PL17-30_MAIN_H F08 Floor 7 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:55 2017 Page 1 ID:Arl17mthBISmC3J1 UUp6ugyuVvD-rD4tC_4GOnS1 QOwSJIiWOW WpSx8JKyA_QAGsHLycQKw 0-6-8 I 11 2-6-0 { 10-11-4 I I 1-5-8 1 p-6-8 Scale-1:33.3 3x5 = 1.5x3 II 3x8 = 1.5x3 II 3x10 = 1.5x3 II 3x8 = 1.5x3 II 3x5 = 1 2 3 4 5 6 7 8 9 o e a p. ›_ ill*"`"......... ow,/ Ifti".......... - I-.-.- -\,_ - ....•••■•••"" — - ............. — It 16 15 14 3 12 11 10 1.5x3 II 3x10 = 3x10 = 3x4 II 3x10 = 3x10 = 1.5x3 II E-6-81 9-5-12 I 18-11-4 19,5-12 -6-8 8-11-4 9-5-8 b-6-8 Plate Offsets(X,Y)— f1:0-1-8,Edgef,f9:0-1-8,Edgef LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.05 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.10 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:81 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=296/0-6-0,9=324/0-6-0,13=987/0-5-8 Max Gray 1=333(LC 3),9=354(LC 4),13=987(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-965/0,2-3=-965/0,3-4=0/549,4-5=0/549,5-6=-231/374,6-7=-231/374, 7-8=-1050/0,8-9=-1050/0 BOT CHORD 14-15=-152/873,13-14=-1267/0,12-13=-1224/0,11-12=-35/1038 WEBS 5-13=-984/0,1-15=0/994,3-14=1060/0,5-14=0/939,9-11=0/1081,7-12=-952/0, 5-12=0/1187 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. Ropeo c,'N�NG PEER s% 4 2-9 SONIO 87022 P E �' Gas ov wAs ., " 7_, Aj, OREGON cP,..,4/N N -er F/1,/ A8 ER v � „o , l Q Q' 49639 q,`r `S A. HE ‘-'..k,„°. -qcisz39 Ss1ONALE1. EXPIRES: 06/30/2019 September 18,2017 t I MINIM a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111111' 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 I Job Truss Truss Type Qty Ply 3376 NE SELLWOOD R51740857 ' PL17-30_MAIN_H F09 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:58 2017 Page 1 ID:Arl17mthBISmC3J1 UUp6ugyuVvD-GolOg069JigcHUf1_QFD098Kg990XJZR68UWugycQKt 0-6-8 I I I 1-6-8 I I 1-5-4 I I 2-6-0 0-6-8 I Scale=1:20.7 1.5x3 II 3x8= 1.5x3 ll 3x5 = 1 3x4= 2 3x6= 3 4 5 6 ��1 _II_I 1 N g 6 QM Y����`� � Y ice, 0 0 e, 11 Y:. 9 6 7 1.5x3 II 3x6 = 3x10 = 3x10 = 1.5x3 II 10-6-8 1 2-4-0 I 11-9-4 12-3-12 0-6-8 1-9-8 9-5-4 10-6-8 I Plate Offsets(X,Y)— 11:0-1-8,Eddei,16:0-1-8,Edgei 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 0.23 Vert(LL) -0.05 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:51 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:9-10. REACTIONS. (lb/size) 1=-252/0-6-0,6=352/0-6-0,10=877/0-5-8 Max Uplift 1=-304(LC 4) Max Gray 6=352(LC 4),10=877(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/815,4-5=-1044/0,5-6=-1044/0 BOT CHORD 9-10=-815/0,8-9=0/1026 WEBS 2-10=-555/0,1-10=-870/0,6-8=0/1075,4-9=-848/0,2-9=0/1105 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=304. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Q`c o PR ores cc.;<(-,NGINEER si0 �w 87022PE 4,-___, r �yZONIp 1,4 4N t(V i,OREGON tis OWN % ,, N 1\ tr s`sIONALti 0 EXPIRES: 06/30/2019 September 18,2017 4 I 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 �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 M iTe k• 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 P Job Truss Truss Type Qty Ply 3376 NE SELLWOOD r R51740858 . PL17-30 MAIN_H F10 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:00 2017 Page 1 ID:Arl17mthBlSmC3J1 UUp6ugyuVvD-CBtmFi8PgJ4KWnoQ6rHh5aDdZyg3?CZjZSzdzZycQKr 2-6-0 { I 2-2-0 I I 1-5-8I F-7 Scale=1:34.4 3x6 FP= 1.5x3 I I 3x8 = 1.5x3 I I 3x8= 3x6= 1.5x3 I I 3x8 = 1.5x3 I I 3x5= 1 2 3 4 5 6 7 8 9 1 I: 1 14 13 12 11 10 3x5= 3x10= 3x6 = 3x10 = 3x10= 1.5x3 II I 9-11-0 101.4-8 19-6-0 20-0-1 9-11-0 0-1-8 9-5-8 b-6-8 Plate Offsets(X,Y)— 17:0-1-8,Edgel,19:0-1-8,Edgel 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 0.33 Vert(LL) -0.06 14 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(TL) -0.12 14-15 >993 360 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:84 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=314/0-6-0,13=1044/0-5-8,15=346/0-2-8 Max Gray 9=353(LC 4),13=1044(LC 1),15=377(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1271/0,3-4=-1271/0,4-5=0/1335,5-6=-215/519,6-7=-215/519,7-8=-1046/0, 8-9=1046/0 BOT CHORD 14-15=0/1090,13-14=-347/510,12-13=-1335/0,11-12=-124/1028 WEBS 5-13=-594/0,2-15=-1124/0,4-14=0/913,4-13=-1531/0,9-11=0/1077,7-12=-1002/0, 5-12=0/1169 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. •���c0 P R°FFs c?Co ANGINEF'4 ` o itt �� 87022PE l'___,, r oy oFwa� „44,....:4, 'to 1N ^/ e'er: N 0.),OREGON (1,�Oz h O MBER1\ <s+ SI�NAL-C 0 EXPIRES: 06/30/2019 September 18,2017 I I MINN Ark WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 1 Job Truss Truss Type Qty Ply 3376 NE SELLWOOD R51740859 ' PL17-30_MAIN_H F11 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:02 2017 Page 1 ID:Arl17mthBISmC3J1 UUp6ugyuVvD-8Z?XgO9fMxK2m5yoDGK9A?I?VmVFT6Z01 mSj1 RycQKp I 1-0-0 I I 2-6-01 0-6-5 I Scale=1:18.0 1.5x3 II 3x8 = 1.5x3 II 3x5 = 1 3x4= 2 3 4 5 o- _ _ �g o 9 8 76 3x10 = 3x10= 1.5x3 II 1.5x3 II I 9-0-0 I 9-6-8 I 9-0-0 0-6-8 Plate Offsets(X,Y)-- [5:0-1-8,Edgej LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.05 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(TL) -0.10 7-8 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.63 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:40 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=390/0-2-8,5=390/0-6-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-398/0,1-2=-669/0,2-3=-669/0,3-4=-1195/0,4-5=-1195/0 BOT CHORD 7-8=0/1328 WEBS 5-7=0/1231,3-8=-679/0,1-8=0/772 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. �� EO PR OPFss <4., ->-__. �NG�NEFR wo� `� 87022PE -9r 4svToeNrI0 /.6., cr N >�' 17A�Ajc OREGON cyc OWN / N oOSMBER ��A. HEV1/4 �P ,� 4.9639 q, • ssIONALE14 EXPIRES:06/30/2019 September 18,2017 4 t WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 ANSITTPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 ` Symbols bols Y Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13/" Center p late on joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 (Drawings not to scale) Damage or Personal Injury offsets are indicated. 9 1 ry WMDimensions are in ft-in-sixteenths. ligik. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orX-bracing,is always required. See BCSI. TOP CHORDS 1/ �� 2. Truss bracing must be designed by an engineer.For 0' 16" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I Migilt_ p bracing should be considered. O rO IM,111110r U 3. Never exceed the design loading shown and never o rA1U stack materials on inadequately braced trusses. - O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C5' F- designer,erection supervisor,property owner and plates 0- 'hA'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 ANSUTPI 1. connectorlates. THE LEFT. P 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE 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 ��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 relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, 9 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. k=0 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. .. l I 18.Use of green or treated lumber may pose unacceptable I.-=_-4 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 is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, ItI/l iTe ks20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-30 UP A Fax 916/676-1909 3376 SELLWOOD A The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R51740860 thru R51740883 My license renewal date for the state of Oregon is June 30,2019. . b PROFFss co ENGINE- . 2 �� 87022PE 9r y (INAj OREGON cl,� 4v1 'A 41 ISER ,� �O A. HER E •1• : 1; September 18,2017 Hernandez,Marcos 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 ANSUTPI-1, Chapter 2. llllllllllll■ N MiTekg MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-30 UP A Fax 916/676-1909 3376 SELLWOOD A The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R51740860 thru R51740883 My license renewal date for the state of Washington is January 2,2019. 0-ONION,,p Q5 Of WAS `�{', cg, N ,p 4F 49639 w % GISTBR ' . September 18,2017 Hernandez,Marcos 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 3376 SELLWOOD A R51740860 • PL17-30_UP_A F01 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:11 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-UBo_HaxzEn94gv_I PolbXOAVgOXF4DML5f8isQycQ Kg 1 1-0-0 I P-6-9II 1-2-0 II0-11-11I 1-6-0 I Scale=1:32.5 3x4 = 3x4 = 3x4= 3x4 = 3x4= 3x4 = 3x4= 4x4= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 • o - ei o o o ® o - ,:g 29 28 27 26 25 24 23 22 21 20 3x4 = 3x5= 3x5 = 3x5= 3x5 = 3x5 = 3x5 = 4x5= 3x4= 3x4 = 16-10-1 I 15-8-16-3-11 19-6-12 15-8-1 0-7-0 0-7-0 2-8-11 Plate Offsets(X,Y)- (16:0-1-8,Edoel,(21:0-1-8,Edael LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.21 25 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(TL) -0.33 25 >718 360 BCLL 0.0 Rep Stress Ina' YES WB 0.46 Horz(TL) 0.04 20 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:97 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 30=535/0-3-12,20=535/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1012/0,3-4=-1012/0,4-5=-1771/0,5-6=-1771/0,6-7=-2284/0,7-8=-2284/0, 8-9=-2548/0,9-10=-2548/0,10-11=-2568/0,11-12=-2568/0,12-13=-2336/0, 13-14=-2336/0,14-15=-1895/0,15-16=-1895/0,16-17=-1399/0,17-18=-1399/0 BOT CHORD 29-30=0/538,28-29=0/1421,27-28=0/2057,26-27=0/2445,25-26=0/2587,24-25=0/2480, 23-24=0/2129,22-23=0/1399,21-22=0/1399,20-21=0/789 WEBS 16-22=-350/0,17-21=-404/0,2-30=-739/0,2-29=0/651,4-29=-562/0,4-28=0/481, 6-28=-392/0,6-27=0/312,14-24=0/294,14-23=-330/0,15-23=-309/0,16-23=0/907, 18-20=-937/0,18-21=0/848 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)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?EO PROFESS c.C3 _N-• NEeR 4-iZONIO 87022 P E -9r ,05 of wAsi* ' ., ir 7-i OxdN 0 CV -y fi"Cj, OREGON tis IN 1 15Fit.. OgBER ''‘N N.... we, HEY` \-40 49639 41.'Y' • ,)�C/STO�.. SIONALE EXPIRES:06/30/2019 September 18,2017 1 I AWARN/NG-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 prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire k" 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740861 PL17-30_UP_A F02 FLOOR 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:14 2017 Page 1 ID:g9At16XdD82dZo8mis?ircyuZ?C-vmT7vbzsWlXfhMjK4wll81 o2YbZoHaPnndMMSIycQKd 11-0-0 I 11-0-9 II 1-2-0 110-11-111 Scale=1:33.3 1.5x3 I I 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 I I 1.5x3 I I 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 o .. o a a � a o e a .. a� 3/ \ 2 <2/\!/ � � 14 1: / �0 h e e e it's" ° o o -r 3 29 28 27 26 25 24 23 22 21 20 3x6= 3x5= 3x5 = 3x5 = 3x5 = 1.5x3 II 3x5= 3x6 = 13-1-1 I 11-11-1 I2-6-1 I 19-6-12 11-11-1 0-7-0 b-7-0 6-5-11 Plate Offsets(X,Y)-- 112:0-1-8,Edge),123:0-1-$,Edge) LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl LA PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.25 25 >915 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(TL) -0.40 25 >586 360 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.06 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:97 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 30=713/0-3-12,20=713/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1349/0,3-4=-1349/0,4-5=-2361/0,5-6=-2361/0,6-7=-3045/0,7-8=-3045/0, 8-9=-3397/0,9-10=-3397/0,10-11=-3451/0,11-12=-3451/0,12-13=-3163/0, 13-14=-3163/0,14-15=-2353/0,15-16=-2353/0,16-17=-1353/0,17-18=-1353/0 BOT CHORD 29-30=0/718,28-29=0/1894,27-28=0/2742,26-27=0/3259,25-26=0/3449,24-25=0/3163, 23-24=0/3163,22-23=0/2743,21-22=0/1889,20-21=0/719 WEBS 13-23=-307/0,2-30=985/0,2-29=0/868,4-29=-749/0,4-28=0/641,6-28=-523/0, 6-27=0/416,8-27=-294/0,12-25=-76/522,18-20=987/0,18-21=0/870,16-21=-736/0, 16-22=0/638,14-22=-535/0,14-23=0/678 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �� "9 ofVONIO 87022PE < o$ oFw` �- OREGON �H , �,AOn E3ER 1\ PCO a� �� s6 � �a s A. HE�� ';`S'S,IONALE1.0 It EXPIRES: 06/30/2019 September 18,2017 t __ 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 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740862 - PL17-30_UP_A F04 FLOOR 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:17 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-JL9GXd0kpdvEYgSvm3s?mfQXIpZaUwi ETbb034ycQKa 1-0-0 I 11-0-13 11-2-0 10-11-7 Scale=1:34.2 3x4= 3x5 = 3x4= 3x4= 3x4 = 3x4= 3x4= 3x6 FP= 3x4 = 3x5 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1.,\:/;\ o 0 ./\2 X '\E'/ '\2/ \n- - imp v ee e o e o 33 32 31 30 29 28 27 26 25 24 23 22 3x4 = 3x6= 3x6 FP= 3x5 = 3x5 = 3x5= 3x4= 3x4= 3x5 = 3x6 = 3x4 = 1.5x3 SP= 3x5= I 20_ 2 20-6-12 Plate Offsets(X,Y)-- f25:0-1-8,Edge1,126:0-1-8,Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.32 26-27 >777 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.49 26-27 >496 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) -0.07 33 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:101 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0•- • '(i REACTIONS. (lb/size) 22=749/Mechanical,33=749/Mechanical \C '5 NE�r ill' ess�O FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �� / TOP CHORD 2-3=1427/0,3-4=-1427/0,4-5=-2516/0,5-6=2516/0,6-7=-3278/0,7-8=-3278/0, 87022PE 9r 8-9=-3704/0,9-10=-3704/0,10-11=-3820/0,11-12=-3820/0,12-13=-3420/0, 13-14=-3420/0,14-15=-3420/0,15-17=-2507/0,17-18=-2507/0,18-19=-1431/0, 19-20=-1431/0 BOT CHORD 32-33=0/756,31-32=0/2011,29-31=0/2936,28-29=0/3530,27-28=0/3806,26-27=0/3737, (n N 25-26=0/3420,24-25=0/2936,23-24=0/2003,22-23=0/758Nt WEBS 14-25=370/0,2-33=-1039/0,2-32=0/921,4-32=-802/0,4-31=0/694,6-31=-577/0, 7 '0J, OREGON rp Q 6-29=0/470,8-29=-346/0,12-26=-547/45,20-22=-1041/0,20-23=0/924,18-23=-786/0, ''P 7 ''/('B 1' 18-24=0/691,15-24=-589/0,15-25=0/771 O ER `P NOTES- 1) S A. - '' Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. EXPIRES: 06/30/2019 3)Refer to girder(s)for truss to truss connections. 4)Required 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. 01ONIO a$ ♦ WAS C? ..,6f? ::10G11149SA61.1: °1 9 September 18,2017 ( I MINIM WARNING-Verity 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 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A > R51740863 PL17-30_UP_A F05 FLOOR 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:19 2017 Page 1 I D:g9Atl6XdD82dZo8mis?i rcyuZ?C-FkGOyJ 1?LEAxn7bItUuTr4WtfcEFyoC Wxv478yycQKY I 2-6-0 1-5-1I I 1-2-0 II 1-6-11 I Scale=1:29.6 1.5x3 II 3x6 = 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 I I 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 9 I o 14144114111111141111- \\! e • o m ee e - e N 16 14 13 12 11 14 3x4 = 3x8 = 3x4 = 1.5x3 I I 3x8 = 3x4= 9-10-9 I 9-2-1 9-1319 110-5-9 I 17-4-12 I 9-2-1 0- 8 0-7-0 6-11-3 0-7-0 Plate Offsets(X,Y)-- f6:0-1-8,Edgel,f13:0-1-8,Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.25 13-14 >845 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.39 13-14 >532 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:77 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=759/0-1-12,10=759/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2785/0,3-4=-2785/0,4-5=-3197/0,5-6=-3197/0,6-7=-2756/0,7-8=-2756/0 BOT CHORD 14-15=0/1688,13-14=0/3247,12-13=0/3197,11-12=0/3197,10-11=0/1688 WEBS 2-15=-1812/0,2-14=0/1177,4-14=-496/0,4-13=-273/270,8-10=-1812/0,8-11=0/1146,6-11=-681/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 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. R open (- Ect co F ` o q 9� IO N. � 87022PE r ,coof C, 'ZG ANT �/ Vol�'', � �N - '0), OREGON q5:) <v �,- ClOS,MBER AN Q' ,� 49639 w� • A. HES -4, -Grs ' sSIONALVNAG EXPIRES:06/30/2019 September 18,2017 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 ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 . Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740864 - PL17-30_UP_A F06 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:21 2017 Page 1 ID:eS5ErBCWsbn8SLwUvK_mFTyldZU-C60mN_3FtrQfORlg?uwxwVbGhQ01 QnjpODZECrycQKW 0-9-0I 2-6-0 I Scale:3/4"=1 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 m 0 0 8 7 gX 3x6 = 3x4 = 3x4 = 011-f8 8-7-8 I 0-1- 8-6-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.02 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.08 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:39 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=374/0-2-8,8=374/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-815/0,3-4=-815/0 BOT CHORD 7-8=0/307,6-7=0/702 WEBS 4-6=-754/0,2-7=0/545,2-8=-487/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 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\70 P R OFFS Co �NGI NE&.„ wog 87022PE 9r 0CDoFwN` r.,4' 7 '<Nis OREGON ti�AO i'V �� 5 "P� AMBER �� � .e `4'` On A. HE?` ° �� s6 ' wa SSIONALE EXPIRES: 06/30/2019 September 18,2017 t t NM A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek5t 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 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740865 PL17-30_UP_A F07 FLOOR 3 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 Milek Industries,Inc. Mon Sep 18 10:42:23 2017 Page 1 I D:eS5ErBCWsbn8SLwUvK_mFTyldZU-8V WXog4VPTgNGlv36JzPOwgazEfSucY6sX2KHIcycQKU 2-6-0 I I 2-0-0 111-1-13 II 1-6-0 II 1-2-0 II 1-2-7 II 2-0-0 1 2-0-0 I Scale=1:37.1 3x4 = 3x4= 3x10= 3x6 FP=3x4 = 3x4= 3x4= 1 2 3 4 ::- > 6 7 9 10 11 12 13 o _ 22 21 119 18 17 16 15 14 3x4 = 3x6=3x6 FP= 3x8 = 3x4 I I 3x5= 3x5= 3x4 = 16-8-5 I 12-6-0 12-13-4 15-6-5 }6-1-5I 22-3-4 I 12-6-0 0�-4 2-11-1 b-7-0b-7-0 5-6-15 Plate Offsets(X,Y)-- f9:0-1-8,Edoel,f10:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.06 20-22 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.32 Vert(TL) -0.10 22-23 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:102 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=322/0-3-4,19=1160/0-5-8,23=465/Mechanical Max Gray 14=380(LC 4),19=1160(LC 1),23=480(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1356/0,3-4=-1356/0,4-5=-343/93,5-6=-343/93,6-7=-89/603,7-9=-89/603, 9-10=-667/263,10-11=-859/50,11-12=-859/50 BOT CHORD 22-23=0/975,20-22=0/1118,19-20=-945/0,18-19=-974/0,17-18=-263/667, 16-17=-263/667,15-16=-263/667,14-15=0/619 WEBS 6-19=-1118/0,2-23=-1046/0,2-22=0/410,4-22=0/295,4-20=-874/0,6-20=0/1256, 9-18=-848/0,12-14=-688/0,12-15=-65/267,6-18=0/708,10-15=0/439 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)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. ���E0 P R(�Fts <c.C?�5 SNC,I N E'c/4 s/iv2 cc 87022PE 9l �SONIp 5 wnSIVA„. i, � N�� N 'o>.OOREGON cyAO . ;i7/OOSMBER �� P 49639 4, A. HEV"- ° GA., sTa sS1ONAL- EXPIRES: 06/30/2019 September 18,2017 MIMI 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 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740866 • PL17-30_UP_A FO8 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:25 2017 Page 1 ID:g9AtI6XdD82dZo8mis?ircyuZ?C-4ueHDM6mx4w5V23REk?t5LIxJ1 KtMaFPJrXRLcycQKS 1 2-6-0 I 1-5-13 I I 1-2-0 I I 1-2-7 1 1 2-0-0 2-0-0 Scale=1:23.1 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 53x4= 6 7 8 - o .- _ '41411111111111111114111r., ., e s e 1 13 12 11 10 3x4 = 3x6 = 1.5x3 II 1.5x3 II 3x5= 3x4 = I 6-10-5 17-5-5 1 8-0-5 I 13-7-4 I 6-10-5 0-7-0 0-7-0 5-6-15 Plate Offsets(XX)- 14:0-1-8,Edge1,15:0-1-8,Edae1 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.10 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.15 12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:61 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=593/0-2-8,9=593/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1924/0,3-4=-1924/0,4-5=-1960/0,5-6=-1710/0,6-7=-1710/0 BOT CHORD 13-14=0/1264,12-13=0/1960,11-12=0/1960,10-11=0/1960,9-10=0/1056 WEBS 2-14=-1356/0,2-13=0/709,4-13=-263/152,7-9=-1173/0,7-10=0/727,5-10=-445/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 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. �S\ GNEERs% �kJ 2-7 ZONIO 87022PE 000 . Co -moi, , —vr , -y 'ois OREGON <-154/ I 'p0 cciy8ER 1\ .. /V,, a O P 49639 w • S A. HECk . '4b/sTt ' ' sSIONAL � EXPIRES: 06/30/2019 September 18,2017 1 1 AWARNING-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,notNi 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 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740867 PL17-30_UP_A F09 FLOOR 2 1 ' Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:27 2017 Page 1 ID:eS5ErBCWsbn8SLwUvK mFTyIdZU-OGI2e280ShApIMCgL91LAmrHarOWgUtin90YQVycQKQ 2-6-0 I 1-5-13 I I 1-2-0 1 O S-7_1 I 2-3-0 I 2-3-0 Scale=1:22.7 1.5x3 II 1.5x3 II 3x4 = 1.5x3 I I 3x4 = 3x4= 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 ® e e e® o e .. 11111111111111111114444444 `"? e a 0 0 1 13 12 11 10 9 3x4 = 3x6 = 1.5x3 II 1.5x3 II 3x6= 3x4 = I 6-10-5 17-5-5 18-0-5 I 13-4-4 I 6-10-5 0-7-0 0-7-0 5-3-15 Plate Offsets(X,Y)-- 14:0-1-8,Edaej,15:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.09 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) -0.14 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:61 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.t&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=582/0-2-8,9=582/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1868/0,3-4=-1868/0,4-5=-1884/0,5-6=1773/0,6-7=-1773/0 BOT CHORD 13-14=0/1236,12-13=0/1884,11-12=0/1884,10-11=0/1884,9-10=0/1138 WEBS 2-14=-1326/0,2-13=0/679,7-9=-1240/0,7-10=0/692,5-10=-413/86 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 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. \70 PR ope �C �G1 NE�cR Wo?i `� 87022PE v1' -6!ofw , N "cj,OREGON ti4 O4N ,. N On SER 1��Q� d 496395,4y a • A. HEP a 'c/S `rSIOlYALc14b6 EXPIRES: 06/30/2019 September 18,2017 t I 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 '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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740868 PL17-30_UP_A F10 FLOOR 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:29 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-zfto3j9G_JQX_gM DTa4pFBwcxehkl Pg?ETVfUNycQKO I 2-5-13 I I 1-2-0 I I 1-1-11 I I 2-6-0 Scale=1:17.6 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 1 2 3 3x4= 4 5 6 e o o p .e /� ro , —N --.. 11 10 9 8 1.5x3 II 1.5x3 II 3x6= LL�� 3x4= 3x4= I 2-8-13 1 3-3-13 13- 10-13 I 10- 5-0 I 2-8-13 0-7-0 0-7-0 6-6-3 Plate Offsets(X,Y)-- f2:0-1-8,Edgel,f3:0-1-8,Edgel 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 0.28 Vert(LL) -0.06 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.10 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:47 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=453/Mechanical,7=453/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-990/0,3-4=-1218/0,4-5=-1218/0 BOT CHORD 10-11=0/990,9-10=0/990,8-9=0/990,7-8=0/907 WEBS 2-11=-1061/0,5-7=-973/0,5-8=0/334,3-8=-16/372 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 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. .<�Q`EO P R OFFS c ENGINEER s% 2 4t 87022PE vc" ��WIO v.. /\,1 .� N y -$, OREGON cc, <v `- l 9�O9 gBERE��Q� " �fi �,�G9639� w� • H STS 4, SIO1NTALS EXPIRES:06/30/2019 September 18,2017 k I 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 MF 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 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 10 Citrus He9 ights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740869 PL17-30_UP_A Ell FLOOR 1 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:31 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-v1?YTPB W WwgEDzWba?6HKc?vRSKPmEKHhn_mZGycQKM 2-6-0 I 10-10-12 ii 1-2-0 1 1 1-11-0 Scale=1:29.3 1.5x3 II 3x6 = 1.5x3 II 3x4= 1.5x3 H 3x4 = 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 9 oa 1 14 13 12 11 .4. 3x4 = 3x8= 1.5x3 II 3x4 = 3x8= 3x4 = 7-6-12 I 6-3-4 16-10-417-5-411 17-2-12 I 6-3-4 0-7-0 0-7-0 9-8-0 0-1-8 Plate Offsets(X,Y)— f4:0-1-8,Edgel,f12:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.25 11-12 >805 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.41 11-12 >499 360 BCLL 0.0 Rep Stress Ina- YES WB 0.59 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:76 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=752/0-2-12,10=752/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2712/0,3-4=-2712/0,4-5=-3081/0,5-6=-3081/0,6-7=-2749/0,7-8=-2749/0 BOT CHORD 14-15=0/1671,13-14=0/3081,12-13=0/3081,11-12=0/3195,10-11=0/1672 WEBS 2-15=-1794/0,2-14=0/1118,4-14=-686/0,8-10=-1795/0,8-11=0/1156,6-11=-479/0,6-12=-322/244 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 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. R ope `o \AG,PEER `r/0 c. 87022P E �y�ONIp ,o °FwAs a�'. y 'oj, OREGON rt �� AMBER �\ A �'� ik- 4s A. HE.I k ,��49639� ' �, sSjONAL0° EXPIRES: 06/30/2019 September 18,2017 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.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 �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 Miele 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740870 - PL17-30_UP_A F12 FLOOR 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:33 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-rQ7Ju5Cn2XwyTHg_i Q8IQ 15F4F_2E73a95Tsd8ycQKK 2-6-0 I 2-6-0 I10-10-12 1-2-0 II 1-4-0 II 2-3-0 I Scale=1:31.1 1.5x3 I I 3x6= 1.5x3 II 3x4 = 3x4 — 1.5x3 II 3x4 = 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 9 10 • � — \ �� m ' 11 16 15 14 13 12 1 3x4 = 3x8 = 1.5x3 II 1.5x3 II 3x6= 3x8 = 3x4 = 1 6-3-4 6-10-417-5-4 I 18-3-4 I 6-3-4 0-7-0 0-7-0 10-10-0 Plate Offsets(X,Y)— f4:0-1-8,Edae1.f5:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.29 13-14 >758 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.45 13-14 >486 360 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:82 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=798/0-2-12,11=798/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2944/0,3-4=-2944/0,4-5=-3369/0,5-6=-3653/0,6-7=-3653/0,7-8=-2782/0,8-9=2782/0 BOT CHORD 16-17=0/1788,15-16=0/3369,14-15=0/3369,13-14=0/3369,12-13=0/3430,11-12=0/1632 WEBS 2-17=-1919/0,2-16=0/1242,4-16=-743/0,9-11=-1778/0,9-12=0/1253,7-12=-706/0,7-13=0/316,5-13=-125/518 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17,11. 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. `��Ep P R OFFS , , �,� 4NGINEFR /,2 4 87022PE 9r PSytONIO1,4 , 4.v SAT OREGON r / N o ACOS AB ER ERCIQ� �'� �,� 9639 k� H rs ' `,..9, L� EXPIRES:06/30/2019 September 18,2017 I r 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 Ip 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 iTek' 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 AN511TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740871 PL17-30_UP_A F13 FLOOR 1 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:35 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-npE3JnE 1 a9BgibgMprBDVSAbj3fRi0VtcOyzi l ycQKI 2-6-0 I 2-6-0 1-1-8 I 1-2-0 I 1-2-8 II 2-3-0 I 0-K8 Scale=1:30.6 3x6= 3x4 = 3x4= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 e s o hi.4111111%11111 e / � !o / ! I 18 Q 1 16 15 14 13 12 1 3x4 = 3x8 = 3x6= 3x8 = 3x6 = I 18-6-0 I 18-6-0 Plate Offsets(X,Y)-- [4:0-1-8,Edoel,15:0-1-8,Edael,[18:0-1-8,0-0-01 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 0.39 Vert(LL) -0.30 13-14 >745 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.46 13-14 >477 360 BCLL 0.0 Rep Stress lncr YES WB 0.64 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:83 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=800/0-5-8,17=805/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2981/0,3-4=-2981/0,4-5=-3457/0,5-6=-3718/0,6-7=-3718/0,7-8=-2841/0,8-9=-2841/0 BOT CHORD 16-17=0/1806,15-16=0/3457,14-15=0/3457,13-14=0/3457,12-13=0/3493,11-12=0/1685 WEBS 2-17=-1938/0,2-16=0/1262,4-16=-751/0,9-11=-1823/0,9-12=0/1259,7-12=-711/0,7-13=0/329,5-13=-138/510 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 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. P R OF � Eoi FS ,N.7 0NGiINEFR s/o9 `r- 87422PE e�'�oNio � `'+1�� w, e� d , Nfn cV N vor N AT OREGON cy5 O4/ 1 9O �M8ER \' - OS A. HEY‘ 1P�G sR ' w sst0NALE � EXPIRES: 06/30/2019 r. September 18,2017 1 I 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 rill. 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 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740872 - PL17-30_UP_A F14 FLOOR 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:37 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-kBMgkTFH6mROxuzlxFDhatFzFtRSA0eA4i R4mwycQKG I 2-6-0 I I 0-11-12 1 1 1-2-0I 10-6-12 I 01 Scale=1:18.5 1.5x3 II 1.5x3 I I 3x4= 1.5x3 II 3x4 = 1.5x3 I I 3x4 = 1.5x3 = 1 2 3 4 5 6 7 Lo .- 0 0 /` m 13 r ---.. e m o e e 1 11 10 9e3x4= 3x6= 1.5x3 I I 3x4 = 3x6 = I 10-11-8 I 10-11-8 Plate Offsets(X,Y)-- 14:0-1-8,Edoe1,19:0-1-8,Edgel,[13:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) -0.06 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) -0.10 11-12 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.28 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:50 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=469/0-5-8,12=474/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1321/0,3-4=-1321/0,4-5=-1154/0,5-6=-1154/0 BOT CHORD 11-12=0/961,10-11=0/1154,9-10=0/1154,8-9=0/994 WEBS 5-9=-269/0,2-12=-1031/0,2-11=0/387,4-11=40/300,6-8=-1058/0,6-9=0/427 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. R opt co < AGF EFR `rho �w 2-Y:.... TONIp 87022 PE �� 04 wAs tP • F ��'oi,OREGON tis O,C// / N On MBER \1 � • S A. HE�� ° `�� sR ' w SSIONALV, EXPIRES: 06/30/2019 ■w September 18,2017 it it A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 Mil. 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740873 PL17-30_UP_A F15 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:41 2017 Page 1 I D:g9AtI6XdD82dZo8mis?ircyuZ?C-czcKaglo9?xqQ WH WA5HdkjQfsUs161dm?KPHvhycQKC 0-1-8 H I 1-0-0I 1 0-9-13 1 1 1-0-0 1 1 1-9-7 Shale=1:24.7 3x4 = 3x4= 3x4 = 3x4 = 3x4= 4x4 = 3x4= 3x4 II 1 2 3 4 5 6 7 8 9 10 25 11 12 13 14 a e V o a e e 0? a o e �� 22 21 20 19 18 17� ' • 3x6 = 3x5 = 3x5= 3x5 = 3x5 = 4x6= 3x6= I 14-11-12 I 14-11-12 Plate Offsets(X,Y)-- 112:0-1-8,Edge),[13:0-1-8,Edge),[24:0-1-8,0-0-01 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.03 20 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) -0.04 20 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.01 17 n/a n/a BCDL 5.0 Code IBC20121TP12007 Matrix-R Weight:75 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.OE(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0•R- tpon R�F�is REACTIONS. (lb/size) 23=317/0-5-8,15=-302/3-2-0,17=940/3-2-0,16=422/3-2-0 Co GINE t$/ Max Uplift 15=-336(LC 3),17=-70(LC 14) fir' !GN Fig �/� Max Gray 23=317(LC 1),17=942(LC 3),16=422(LC 1) 87022PE 9r' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-572/0,3-4=-572/0,4-5=-871/0,5-6=-871/0,6-7=-922/0,7-8=-922/0,8-9=-721/0, 9-10=-721/0,12-13=0/692 BOT CHORD 22-23=0/327,21-22=0/750,20-21=0/926,19-20=0/857,18-19=0/568,17-18=-692/0, tc 16-17=-692/0,15-16=-692/0 'A OREGON 4/ WEBS 12-17=-879/84,13-16=-440/0,2-23=-436/0,2-22=0/335,13-15=0/776,10-19=-23/298, )` Q 10-18=-614/0,11-18=-469/0,12-18=0/1180 'Q� AMBER 1\ NOTES- On A HEc:k 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17 except(jt=lb) EXPIRES:06/30/2019 15=336. 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. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)582 lb down at 10-5-8,and 24 lb down and 313 lb up at 11-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 010M0 OW Ip 7)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) N Vert:15-23=-5,1-14=-50 Concentrated Loads(Ib) , f Vert:12=-8(B)25=-562(B) + 4,,49639,0, .GISTER� ,' • sSI0NALOCI September 18,2017 t 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740874 - PL17-30_UP_A F16 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:43 2017 Page 1 I D:g9Atl6XdD82dZo8mis?i rcyuZ?C-YLj5?WK2hcBXfpRvHWK5g8VyBH VXae62 SeuO_ZycQ KA I 1-1-1 2 I I 1-0-7I 2-6-0 I I 1-2-0 I 0-8-9 Scale=1:21.1 3x4 II 3x6= 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 1 4x6 3 4 5 6 7 8 e e e 1 e� ® o e . o- o m \ e �o o `� 9 e o 14 12 11 10 9 3x4 II 4x8 = 3x8 = 1.5x3 II 3x4 = 3x4 = 1 1-4-12 1-p14 12-6-12 1-4-12 0-1-8 11-0-8 Plate Offsets(X,Y)-- f1:Edge,0-1-81,f5:0-1-8,Edgel,f10:0-1-8,Edoel,f14:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.08 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.08 11-12 >999 360 BCLL 0.0 Rep Stress!nor NO WB 0.66 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:60 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0• - -�-1- r if I-.. 10-0-0 oc bracing:13-14. _1-11 C REACTIONS. (lb/size) 13=2371/0-5-8,9=277/Mechanical _� ss Max Uplift 9=-74(LC 3) ��\� �NG�NEF9 /02 Max Gray 13=2371(LC 1),9=427(LC 4) '9 87022PE FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/2202,2-3=0/2202,3-4=-846/1169,4-5=-846/1169,5-6=-1003/493,6-7=-1003/493 BOT CHORD 12-13=-1861/0,11-12=-493/1003,10-11=-493/1003,9-10=-275/857 WEBS 1-13=-2711/0,5-12=-917/0,3-12=0/1306,3-13=-960/0,7-9=-920/296,7-10=-378/349 (1� �N NOTES- -y,'(��"$, OREGON ry5 O4.1 1)Unbalanced floor live loads have been considered for this design. r� 'MBER 1 - 2)Refer to girder(s)for truss to truss connections. Q Q` 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9. tS A. HEQ` 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. EXPIRES: 06/30/2019 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1560 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 rtONIp Uniform Loads(plf) P' Vert:9-14=-8,1-8=-80 0$ qiiF W .. Concentrated Loads(Ib) .a -I. Vert:1=-1560(F) 4,— N itl; AS 49639 w� a��•GISTE�x •• SSIONALV6 September 18,2017 I 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,not111 1p 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 us Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740875 _ PL17-30_UP_A F17 FLOOR 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:45 2017 Page 1 ID:eS5ErBCWsbn8SLwUvK mFTyIdZU-VkrrPCLIDDRFv7bHPxMZvZaGh56J2VpLwyNV3SycQK8 1 1-1-12 1 1 2-6-0I 11-0-7 1 1 1-2-0 [ 1-1-9 041-8 Scale=1:35.0 1.5x3 II 1.5x3 II 4x6 = 3x4 II 3x8 = 1.5x3 II 3x4 = 3x4 = 1.5x3 II 3x4= 3x6 FP= 3x6 = 1.5x3 = 1 2 3 4 5 6 7 8 9 10 0,.0----11 12 NI 111,0000.,../ _./.., _ ------------ - _ ,? ..i........ .. 10 . 22 : 1 21 19 18 17 16 15 1413 3x4 I I 4x10= 3x6 FP= 3x10 = 1.5x3 II 1.5x3 I I 3x6= 3x8= 3x6= 1 1-4-121- 4 20-10-4 I 1-4-12 0-1-8 19-4-0 Plate Offsets(X,Y)— [1:Edae,0-1-81,[5:0-1-8,Edgel,[6:0-1-8,Edael.[21:Edge,0-1-81,[22:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.23 15-16 >996 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.34 14-15 >678 360 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:96 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0•- -Fo'r j I •. 10-0-0 oc bracing:20-21,14-15. V REACTIONS. (lb/size) 20=2651/0-5-8,13=716/0-5-8 Co� �3INEF .ct Max Horz 20=2495(LC 4),13=-2495(LC 4) rN !� .g 2 Max Gray 20=2651(LC 1),13=804(LC 4) �� 87022PE 9r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/2268,2-3=0/2273,3-4=-2700/839,4-5=-2700/839,5-6=-3312/473,6-7=-3714/126, 7-8=-3714/126,8-10=-3057/0,10-11=-3057/0 BOT CHORD 18-20=-1902/0,17-18=-60/817,16-17=-60/817,15-16=-60/817,14-15=0/1347, 0 +� /� 1-1 =0/336,6-1 y �A�, OREGON i 5 <U WEBS 5-17=0/336,6-16=-319/0,1-20=-2762/0,3-20=-2306/0,3-18=0/1660,5-18=-1158/0, Q 11-13=-1987/0,11-14=0/1282,8-14=-653/163,8-15=-344/219,7-15=-297/0, 6-15=-6/917 C'OS qB E H E��- � NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Non Standard bearing condition. Review required. EXPIRES: 06/30/2019 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1560 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. ONIQ 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). _ l , LOAD CASE(S) Standard d$ t1F WASNv. t1 ' . 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Ad. . .el; Uniform Loads(plf) . - ,iry:: 4' Vert:13-21=-8,1-12=-80 N Concentrated Loads(Ib) 49639 i % •NsreW- • SSIONALVS- September 18,2017 t __ 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 M iTek" 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 A Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740876 - PL17-30_UP_A F18 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:47 2017 Page 1 I D:eS5ErBCWsbn8SLwUvK_mFTyIdZU-R6zbgtNZlrhz8Rkg WM01_gi 1 vtrWZYeNGsc7KycQK6 I 2-6-0 I 1-11-0 I I 1-0-0 I I 1-9-4 0 14 Scale=1:17.3 1.5x3 II 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x4 = 1.5x3 = 1 2 3 4 5 6 o o 0 0 11 e e e e e e 10 9 8 3x4 = 3x4= 3x4= 3x6= I 10-3-12 I 10-3-12 Plate Offsets(X,Y)— 18:0-1-8,Edael.19:0-1-8,Edge1,f11:0-1-8,0-0-01 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 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(TL) -0.09 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:46 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.l&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=440/0-5-8,10=445/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1129/0,3-4=-1129/0,4-5=-1129/0 BOT CHORD 9-10=0/884,8-9=0/1129,7-8=0/897 WEBS 2-10=-949/0,2-9=0/359,5-7=-954/0,5-8=0/354 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. \c; GNEFR d'j0 _4C? �'9 TONIO 87022PE ovwnst l% N N '-:.1 ,fit ypAj$'44 OREGON cyc Q4/ / c� On MBER 11 Q� 49639 w4 S A. HE�� °. ��crsx ' Ni:43, .14C5 EXPIRES: 06/30/2019 September 18,2017 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,notMI a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • Job Truss Truss Type Qty Ply 3376 SELLWOOD A 0- R51740877 PL17-30_UP_A F19 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:50 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-rhekTvPR2m3Y?uTFB UykcdlAd6phjrJ43E4GkfycQK3 2-6-0 1 1-5-5 ii 1-2-0 I l 1-0-15 I Scale=1:28.8 1.5x3 II 3x6 = 1.5x3 II 3x4 = 1.5x3 H 3x4 = 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 8 9 e e o e o —414144.444%---. o.4\411h.0" II.°°°°°°°°°°°°° 111111111111111111111111444111111111411 m e o 15 14 13 12 11 10 3x4= 3x8 = 3x4 = 1.5x3 II 3x8 = 3x4= I 16-11-4 I 16-11-4 Plate Offsets(X,Y)— 16:0-1-8,Edael,f13:0-1-8,Edoel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.23 13-14 >880 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.36 13-14 >553 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:75 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=739/Mechanical,10=739/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2683/0,3-4=-2683/0,4-5=-3003/0,5-6=-3003/0,6-7=-2649/0,7-8=-2649/0 BOT CHORD 14-15=0/1637,13-14=0/3092,12-13=0/3003,11-12=0/3003,10-11=0/1638 WEBS 2-15=-1758/0,2-14=0/1122,4-14=-440/0,4-13=-292/228,8-10=-1758/0,8-11=0/1086,6-11=-627/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. cc <NGINEcRu`r/, 2 ZONIO c4 87022PE 9r �cefW .p4 �� ,N G '. N 7 4), OREGON tib lir/ 9�, AMBER 1,� p • ft On A. He 0444b s63 t , SSIONALti EXPIRES: 06/30/2019 September 18,2017 I I 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 MiTek19 connectors.This design is based only upon parameters shown,and is for an individual building component,note 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740878 - PL17-30_UP_A F20 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 5 Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:52 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-o4mUtbRhaNKGECddJvCh2NWIwVyBjNNXYZNoYycQK1 2-6-0 1-5-5 I 1-2-0 I 1-6-7 Scale=1:29.6 1.5x3 I I 3x6 = 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 9 o 0 0 0 e 15 14 13 12 11 3x4 = 3x8 = 3x4 = 1.5x3 II 3x8 = 3x4= 9-10-13 I 9-2-5 9-1-�13 10-5-131 17-4-12 I 9-2-5 0--8 0-7-0 6-10-15 0-7-0 Plate Offsets(X,Y)— f6:0-1-8,Edge1.f13:0-1-8,Edael 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 0.34 Vert(LL) -0.25 13-14 >843 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.39 13-14 >530 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:77 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=759/Mechanical,10=759/0-5-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2785/0,3-4=-2785/0,4-5=-3196/0,5-6=-3196/0,6-7=-2755/0,7-8=-2755/0 BOT CHORD 14-15=0/1688,13-14=0/3247,12-13=0/3196,11-12=0/3196,10-11=0/1688 WEBS 2-15=-1812/0,2-14=0/1177,4-14=-496/0,4-13=-274/270,8-10=-1812/0,8-11=0/1145,6-11=-681/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. � AG,N�R co 6> ct" 87022 P E 9rz wNArSpI�, . cn N �1 'd vi y �"ois OREGON cyc LN 0/ N �� FABER �� _4•) (e QS, �.4 49639 w� • A A. HES •d, 4G/STE SSIONALE G EXPIRES:06/30/2019 September 18,2017 I 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, ,i,11111 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 Mire k, 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELL WOOD A R51740879 - PL17-30 UP A F21 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,Oregon 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 18 14:21:47 2017 Page 1 I D:g9At16XdD82dZo8mis?i rcyuZ?C-be_ONxo2fZtLNo3jCCV WjX5Y14kGCZS WYmyv0OycLMI I 1-1-12 I I 1-2-8 I I 1-0-0 I I 1-0-0 I I 1-2-0 I Scale.3/4"=1' 646= 3x6 II 546 II 545 II 346 I I 446 II 546 II 346 II 1 2 16 3 17 4 18 5 6 7 19 8 W ...7/7--.7.VV. Z NNN. Z:VVV'''7.72— — e e e -e 0 o e o e e e 4x4=- 15 15 13 13 12 11 10 344 II 456= 1.503 II 1.543 II 4410= 448= I 1-4-12 11614 8-9-4 I 1-4-12 0-1-8 7-3-0 Plate Offsets(X,Y)-- 13:0-3-0,Edgel,14:0-3-0,Edael,16:0-3-0,Edgel,17:0-3-0,Ednel,f9:Edae,0-1-81,113:0-1-8,Eduel,f15:Edge,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.08 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.11 11-12 >746 360 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:57 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0— - ga ROFcs REACTIONS. (lb/size) 9=2213/0-5-8 (min.0-1-8),14=4121/0-5-8 (min.0-1-14) ` ` ut Max Gray 9=2435(LC 4),14=4121(LC 1) ����� �IJG(NEa fY, /p2lc� FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022IDE TOP CHORD 8-9=-586/0,1-2=0/2119,2-16=0/2121,3-16=0/2121,3-17=-2025/0,4-17=-2025/0,4-18=-3748/0,5-18=-3748/0, 5-6=3748/0,6-7=-2861/0 BOT CHORD 13-14=0/2025,12-13=0/3146,11-12=0/2861,10-11=0/2861,9-10=0/2861 WEBS 2-14=-782/0,1-14=-2551/0,6-12=0/1162,5-12=-1153/0,4-12=0/1093,7-9=-3480/0,4-13=-1863/0,3-13=0/1191, N H 3-14=-3317/0 7 '0), OREGON (Z,;(--`14./NOTES- 'A ',1/ �\ QUO 1) Unbalanced floor live loads have been considered for this design. Q 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. s A. HEck` 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. EXPIRES:06/30/2019 5) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)742 lb down at 2-0-8,743 lb down at 3-4-8,743 lb down at 4-8-8,743 lb down at 6-0-8,743 lb down at 7-4-8,and 745 lb down at 8-7-12,and 1560 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard • . ONIO 1.4 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) & o' Vert:9-15=-5,1-8=-50d Concentrated Loads(lb) Vert:8=-726(B)1=-1560(F)6=-716(B)7=-716(B)16=-716(B)17=-716(B)18=-716(B) ` 1 N er 49639 w4 :0, �G13Tak- , sSIONALti September 18,2017 I / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. T. 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 M iTek" 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 ANStITPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 0 • Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740880 - PL17-30_UP_A F22 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,Oregon 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 18 14:22:05 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-354C950LP48oXZRAF_DkSKgdJK26Qr19hZKsfMycLMO 1-1-6 I I 1-4-13 1-0-0 1 I 0-6-3 I 3x4= 3x4= Scale=1.9.5 1 3x6= 2 3x4 II 3 4 11 5 3x4 II e a e 9 e • • 3x4 I I 1.5x3 II 1.5x3 II 10 9 44 8 7 n 3x6= 3x6= I 1-4-6 I 5-0-6 1-4-6 3-8-0 Plate Offsets(X,Y)-- f3:0-1-8,Edge1,f4:0-1-8,Edael,f10:Edge,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(TL) 0.01 8-9 >999 360 BCLL 0.0 Rep Stress Incl. NO WB 0.21 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:29 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 0 REACTIONS. (lb/size) 6=430/Mechanical,9=1699/0-5-8 (min.0-1-8) ���D R�FFS Max Gray 6=587(LC 4),9=1699(LC 1) �5 ��GINEF9 Si FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. cc Q„,_ S� TOP CHORD 1-2=0/666,2-3=0/672,3-4=327/0 87022PE r' BOT CHORD 8-9=0/327,7-8=0/327,6-7=0/327 WEBS 2-9=-738/0,1-9=-824/0,3-9=-903/0,4-6=-569/0 NOTES- �C% +N ^/ 1) Unbalanced floor live loads have been considered for this design. y '0j, OREGON q, 14/ 2) Refer to girder(s)for truss to truss connections. rOr, „''BER ' �4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. n 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. S A. HE,`!` Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION,Do not erect truss backwards. 6) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)437 lb down at 2-11-9,and 439 EXPIRES: 06/30/2019 lb down at 4-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7) 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) • ZONIQ Vert:6-10=-5,1-2=-815(F=-765),2-5=-50 F'2 Concentrated Loads(Ib) d o' AS q„ Vert:3=-405(F)11=-417(F) �! 44 CJ (cel `, Irr N T.i r I d'o 4?49-63 9 w': fid, LIST . ' SSjONALr September 18,2017 1 1 ®WARNING-Verily 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,not1411 e 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 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740881 PL17-30_UP_A F23 FLOOR 5 1 ` Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:59 2017 Page 1 ID:eS5ErBCWsbn8SLwUvK_mFTyIdZU-4Qh8M_W4wXCGaHf DtcrTWAhskxuKy4P87mEXeycQJw I 1-2-14 I 1-4-13 I 1-0-0 I 0-7-11 Scale=1:9.9 3x4 = 1 3x4 = 2 3x4 I I 3 4 3x4 = 5 1.5x3 II o e e e w cO r o a o o e, 1.5x3 II 411111111111.5x3 II II 10 9 8 7 6 3x6 = 3x4= I 1-4-6 1t5-14 3-1-11 I 3-7-11 I 4-1-11 I 5-0-6 I 1-4-6 0-1-d 1-7-13 0-6-0 0-6-0 0-10-11 Plate Offsets(X,Y)— f3:0-1-8,Edge1,I4:0-1-8,Edge) LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) 0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) 0.03 8-9 >999 360 BCLL 0.0 Rep Stress!nor NO WB 0.34 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:27 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0ptfl gp rE . 10-0-0 oc bracing:9-10. UU 1 es n S REACTIONS. (lb/size) 9=1258/0-5-8,6=-187/Mechanical Co'��� GINE. -,., 0/ Max Uplift 6=-280(LC 3) ,� �N "2 Max Gray 9=1258(LC 1),6=42(LC 4) G4 -9 87022PE r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/1097,2-3=0/1097,3-4=0/411 BOT CHORD 8-9=411/0,7-8=-411/0,6-7=-411/0 WEBS 4-7=-272/0,1-9=-1338/0,3-9=-888/0,4-6=0/677 9 (.12.‘ CV /v 77 Aj, OREGON n O4 NOTES- 1)Unbalanced floor live loads have been considered for this design. C �MSER 1\ 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 'P 4,7,7 A. Hers 6=280. 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. EXPI RES:06/30/2019 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)711 lb down at 0-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)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 01 W 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00CO Uniform Loads(plf) a w0V © Vert:6-10=-7,1-5=-67 `.� ;�1w. Concentrated Loads(lb) tl,w r N Vert:1=-711(F) fi� 49639 k,� � GISTER • �S1ONALV�U September 18,2017 f __ 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 !Ariel(' 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • Job Truss Truss Type Qty 'Ply 3376 SELLWOOD A R51740882 • PL17-30_UP_A F24 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:43:01 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-1 ppumgYLS8S_gapMLIeJYxFwXYX7oniibRFLcXycQJu 1-1-6 I I 1-4-13 I I 1-0-0 0-7-11 I 3x4 = Scale=1:9.9 1 4x6 = 2 3x4 II 3 4 4x4 = 5 1.5x3 II m m e e e e \ e 3x4 II 1.5x3 II 1.5x3 II 10 9.11' 8 7 6 4x8 = 4x4= I 1-4-6 1 5-0-6 I 1-4-6 3-8-0 Plate Offsets(X,Y)— f1:Edue,0-1-81,f3:0-1-8,Edgel,F4:0-1-8,Edgel,f6:Edae,0-1-81,f10:Edae,0-1-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) 0.04 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) 0.06 8-9 >701 360 BOLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:28 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0• • -Ftpga14 -. REACTIONS. (lb/size) 9=2232/0-5-8,6=-455/0-2-0 10-0-0 oc bracing:9-10. VV I S CS Max Uplift 6=-548(LC 3) �\�� t NEa 9 s/0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. CC 87022 P E ->1-- TOP CHORD 5-6=-255/0,1-2=0/2041,2-3=0/2041,3-4=0/783 BOT CHORD 8-9=-783/0,7-8=-783/0,6-7=-783/0 WEBS 3-8=0/393,4-7=513/0,1-9=-2525/0,3-9=-1564/0,4-6=0/1290 NOTES- 7 C'0 OREGON �z 1)Unbalanced floor live loads have been considered for this design. ' 1' Q 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. ' ''4I ER �1` 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O O . P 6=548. A• H e 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. EXPIRES: 06/30/2019 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1422 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)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 tONIp N Uniform Loads(plf) P' A, Veil:6-10=-7,1-5=-67 O • W Concentrated Loads(Ib) ;. rj its,A N 496390;3 k,`� -ck°ONAL� September 18,2017 4 I 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 111 Tek' 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740883 PL17-30_UP_A G01 FLOOR GIRDER 1 1 ' Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:43:04 2017 Page 1 ID:g9AtI6XdD82dZo8mis?ircyuZ?C-ROU1 PhaDl3gZh2Yx0QCOAatT5IZZ?5C8HPT?CrycQJr 1 1-0-0 I 11-2-13 11 1-2-0 110-10-3 I Scale=1:34.8 4x4 = 3x4 II 5x6= 3x4 = 3x4 = 3x4= 3x4= 3x4 = 3x6 FP= 3x4= 3x5 = 3x4 II 1 2 3 4 34 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 i YN . Na/ \-9/N:/N:/N ;:'\:' ' _ 32 31 30 29 28 27 26 25 24 23 22 3x6 = 4x8 = 3x6=3x6 FP= 3x5= 3x5 = 3x5= 3x4= 4x4 = 3x5 = 3x6 = 3x6 = 3x8 WB= I 20-10-8 I 20-10-8 Plate Offsets(X,Y)- f1:Edae,0-1-81,f25:0-1-8,Edgel,f26:0-1-8,Edael LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.40 26-27 >616 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.63 26-27 >393 360 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.09 22 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:106 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0`�� Kira . OTHERS 2x4 DF Stud/Std(flat) r REACTIONS. (lb/size) 33=1280/0-5-8,22=724/Mechanical ��\� ��G�NF9 �p29 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022 P E r TOP CHORD 2-3=-2642/0,3-4=-2642/0,4-5=-4541/0,5-6=-4541/0,6-7=-4730/0,7-8=-4730/0, 8-9=-4712/0,9-10=-4712/0,10-11=-4480/0,11-12=-4480/0,12-13=-3687/0, 13-14=-3687/0,14-15=-3687/0,15-17=-2590/0,17-18=-2590/0,18-19=-1457/0, 19-20=-1457/0 +fes N<c\ N BOT CHORD 32-33=0/1405,31-32=0/3925,29-31=0/4617,28-29=0/4748,27-28=0/4632,26-27=0/4255, 7 AT OREGON ti9�� 25-26=0/3687,24-25=0/3093,23-24=0/2047,22-23=0/783 WEBS 13-26=0/301,14-25=-482/0,2-33=-1880/0,2-32=0/1698,4-32=-1762/0,4-31=0/845, �C� AMBER \� 5-31=-503/0,10-27=-264/27,12-27=0/365,12-26=-810/0,20-22=-1048/0,20-23=0/926, On �Q' 18-23=-810/0,18-24=0/747,15-24=-690/0,15-25=0/953 V A. H E� NOTES- 1)Unbalanced floor live loads have been considered for this design. EXPI RES:06/30/2019 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Required 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)870 lb down at 3-10-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 01ONIO 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). a$ ' 'l LOAD CASE(S) Standard � - a 'I ir 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 of lir,4. Uniform Loads(plf) N Vert:22-33=-5,1-21=-50 Concentrated Loads(Ib) r v Vert:34=-870(F) ‘41* 4) 496 4, 441 ssIONALE' September 18,2017 t 11110111111 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI 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 ANSIITPII Quality Criterta,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3j" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. 11:10‘, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orX-bracing,is always required. See BCSI. TOP CHORDS 0-1116 4 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p may require bracing,or altemative Tor I AlliinM O 1611101111t1 bracing should be considered. ■ Oia 3. ackr exceed the design loading shown and never n U stack materials on inadequately braced trusses. H O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate 07` cs-s H designer,erection supervisor,property owner and plates 0- 'iii'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from 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. ft soware 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 ,j-fr Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. 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. 11.1=0 reaction section indicates joint MIN il .11 IMMI number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �OM 0 18.Use ofreen or treated lumber may y pose unacceptable environmental,health or performance risks.Consult with Industry Standards: ANSI/TP11: National Design Specification for Metal project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, � ie I� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 t