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Plans (276) MS-V C1U S WO\ mom mCjC1 = 1;1 i 1 MiTek° y„1 8 018 MiTek USA, Inc. Pit X . KA RD 7777 Greenback Lane 1:?/%1CiViN 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 Oregon is June 30,2019. /)4GIP R° 2�� � 87022P N cv y �Aj OREGON tis 11./N COS 8ER \ ‘4P�Q A. HO; . : 1. I S- 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 ANSIITPI-1, Chapter 2. a MIr 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. 01ONIO .) 4.Of WAS�j\' C.P.)- ''' �0, ,, C. ttN ! r4 er 11 * 49639.0)/k,'� brsTOL c'. SSI i> E�°,j 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 Job Truss Truss Type Qty Ply 3376 NE SELLWOOD 851740849 ' 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?kHycQLA 0-6-8 I I 2-5-4 I 2-6-0 Scale=1:18.4 1.5x3 II 3x8 = 1.5x3 II 3x8 = 1.5x3 II 1 2 3 4 5 0 o y e-� 3x5 = 8 7 6X 3x10= L� 3x5= i 0-6-8 018-0 10-10-4 I 0-6-8 0-1-8 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 BOLL 0.0 Rep Stress'nor 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. (lb)-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. -44 cc CL19°Ni° 87022PE f 'ii7 011' y SAT OREGON ct'a<v�'9O FtijBER 1NDSA HE��P •EXPIRES: 06/30/2019 September 18,2017 • 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 • 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 4 k Job Truss Truss Type Qty Ply 3376 NE SELLWOOD , 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 I D:Arl 17mthBISmC3J1UUp6ugyuVvD-kjnzTYw64optMOQy23zSMnTabiiDn4x4QfcgLcycQL7 2-6-0I I 1-2-0 1 1 1-0-4 1 P.6-81 Scale:3/8"=1' 1.5x3 I I 3x8 = 1.5x3 I I 3x8 = 3x6= 1.5x3 I I 3x8= 1.5x3 H 3x5 = 1 2 3 4 5 6 7 8 9 -....- 10 14 13 12 11 10 3x5 = 3x10 = 3x6 = 3x10 = 3x10 = 1.5x3 II 8-11-0 9-0t8 18-0-12 18-7 8-11-0 0-1-8 9-0-4 b-6-8 Plate Offsets(X,Y)— 19:0-1-8,Edgej LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft 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!nor YES WB 0.54 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC20121TP12007 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. '<C\j O PR°FFs CD \AG'INEF,Q `/o 2 ZONIO �� 87022PE v� X05 Fwas ,44'. �, ii«, ° , 7(C 7N •$, OREGON ti4 O40 1 _ N On OBER1� re i S A. HE��P °, 4,49639,<, �c sg ' ss0ONALE G 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 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,D5B-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 Yp Qty Ply 3376 NE 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:Ar117mthBISmC3JI UUp6ugyuVvD-g6vjuExNcP3bbKaLAU?xRCZuHVMuFVTNuz5mQUycQL5 0-6-8 H I 2-6-0 I I 2-4-01-2-0 I Scale=1:33.8 3x5 = 1.5x3 I I 3x8 = 1.5x3 H 3x8= 3x8 = 1.5x3 I I 3x8 = 1.5x3 11 1 2 3 4 5 67 8 9 ola ate — : � ,,.� - - � — IA 15 14 13 12 11 g 1.5x3 II 3x10= 3x10 = 3x6 = 3x10 = 3x5 -=- 9-6-81 Q-6-81 10-10-8 1119-0 19-11-0 -6-8 10-4-0 0-1-8 8-11-0 Plate Offsets(X,Y)— 11:0-1-8,Edge),15:0-3-0,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 0.35 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. .<<Nk P R pFFss �O ENGINEER /' k7 87022PE "029f ofw . cf'Cr 4 2i Ntn cv � �'' � el..- .0. -y 'oj, OREGON cP OAC/ ICI? 'A� �•�8ER �,� tr rd / 49639 <y • `S A. HERS �. �4bis�R�' ' • �SroNAL'� G EXPIRES:06/30/2019 September 18,2017 i f 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 MiTek19 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 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 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 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. Su10 citrusite He9 ights,CA 95610 e 5 Job Truss Truss Type Qty Ply 3376 NE 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:Ar117mthBISmC3J1 UUp6ugyuVvD-cU1 UJvzd70JJrekkHvl PXdeGmJ36jvpgLHatUNycQL3 0-6-8 I-I I 2-6-0 I I 2-2-4 1-2-0 I Scale=1:24.8 1.5x3 II 3x8 = 3x8 = 1.5x3 II 3x8 = 1.5x3 II 1 3x5 = 2 3 4 5 6 7 1111111"."1111"1".111■11167: It 44- --'-z:' ''-''' ...---- L_-pw-'''-gi ....''''-----di-in-----"'''' .._..--oi•----- . _._ ..A 12 11 9 i 1.5x3 II 3x10= 3x6 = 3x10= 3x5 = 10-6-8 1 5-7-4 5-812 14-7-12 I 0-6-8 5-0-12 0-1-8 8-11-0 Plate Offsets(X,Y)-- [1:0-1-8,Edge),13:0-3-0,Edge) LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d 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 lncr 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. 2 ¢� 87022PE 9f �yZONIp Q0 • WASJ4,, . G• , . MQ 4j y "e>, OREGON c153 "P0 AMBER \\ �� 4 DSA HE��Pfi 4, 49639 s69 , �c�rr, SS' 1.0 IONAL� " EXPIRES: 06/30/2019 September 18,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Mil 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'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 4 Job Truss Truss Type Qty Ply 3376 A/E SELLWOOD 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 I D:Ar117mthBISmC3J 1 U Up6ugyuVvD-Zt9Ekb_tfea 14xu6PK4tc2jd_7kxBrhypa3_ZFycQL 1 0-6-8 I I 1-8-8 I 2-6-0 Scale=1:17.1 1.5x3 11 3x8= 1.5x3 II 3x8 = 1.5x3 II 1 2 3 4 5 v ....4111h, ga o e 3x4= 8 7 3x10 = 3x5 = 1 0-6-8 018-p 10-1-8 I 0-6-8 0-1- 9-5-8 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) -0.06 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 Ina 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. Ck° C,���NGNEFR ` o 2 �� 87022PE yr �� o4wnsrP /411 -N r . ._. Ny (1% 1. / A.T OREGON c? �Q 94411NQfOOBER SA. HE-C 94,�PFcrs6 ' w vs, SIONALti- 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. M1 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 properly 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 Heinhts,CA 95610 V Job Truss Truss Type Qty Ply 3376 NE SELLWOOD , 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-zSgNMd 1 myZycxPch4SdaEgL8GKmsOCYPVYHe9aycQL_ 0-6-8 I i 1-4-4 I I 2-6-0 I Scale=1:13.7 1.5x3 H 1.5x3 II 1 3x4 = 2 3 3x8 = 4 1410 —_ — o 7 6 1.5x3 II 3x10= 3x5= I 0-6-8 i 7-3-4 0-6-8 6-8-12 Plate Offsets(X,Y)-- F1:0-1-8,Edoel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl 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 Incr YES WB 0.32 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 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. S\��NG N F�`"), cy �� 87022PE 9rT W�oONIO , • �,�lii .,, 3', y � N N '0j, OREGON tip � "90 FMBER 1\ , C) k ,Vt,' R9 �Q' 1' 49639 4,>'4'A- HEFT 04 4b/sT -. S EXPIRES:06/30/2019 5'ONALti September 18,2017 I f MUM WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 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. Citrus SuiteHei 106 ghts,CA 95610 I 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-vry7nJ20UACJAjm4C82J5RUk8RMs6AhysmIDTycQKy 0-6-8 I I I 1-0-8 2-6-0 Scale=1:17.6 1.5x3 II 3x8 = 1.5x3 II 3x8 = 1.5x3 II 1 2 3 4 5 v rn or o \(�(P o 8 3x4= 7 6V 3x10 = LL�� 3x5 = I 0-6-8 I 9-5-8 I 0-6-8 8-11-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 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 Incr 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. eco \AG N EFR d'jO �4� 2-9 ZONIp 87022 P E ©`'o wAs c�, ,. 4 "t S. Nfn '` N 00 r N y -0i, OREGON n5 Q<U 1 �� FMBER �� �v I °s a- HE�� as •' w° +4 g s �SONAL EXPIRES: 06/30/2019 September 18,2017 I it AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11N 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 , 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:Ar117mthBISmC3J1 UUp6ugyuVvD-rD4tC_4GOnS1 QOwSJIiWOW WpSx8JKyA_QAGsHLycQKw 0-6-8 I II 2-6-0 I 0-11-4 1-5-8 6-8� gcale-1:33.3 3x5 = 1.5x3 II 3x8 = 1.5x3 I I 3x10 = 1.5x3 II 3x8 = 1.5x3 II 3x5= 1 2 3 4 5 6 7 8 9 I Ty ci? —__ _ i_��—�—__ —__-- n Ido of 16 15 14 13 12 11 10 1.5x3 II 3x10 = 3x10 = 3x4 II 3x10 = 3x10 = 1.5x3 II E-6-81 9-5-12 I 18-11-4 119-5-1? -6-8 8-11-4 9-5-8 b-6-8 Plate Offsets(X,Y)-- f1:0-1-8,Edgel,f9:0-1-8,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 0.22 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. (Ib)-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. eco \G N FR SAO 44 2-9 ZONIO N. 87022PE �a5 04 WAS , -� OREGON �V N �,p� ��MBER 1N `1.�0 On A. HE�� %4b sTeR ' w • 4-,SIONALS1-0 EXPIRES: 06/30/2019 September 18,2017 4 I MIMS 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 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 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 11 1-6-8 1-5-4 1 I 2-6-0 1 0-6-8 Scale=1:20.7 1.5x3 II 3x8 = 1.5x3 II 3x5 = 1 3x4= 2 3x6= 3 4 5 6 N . MIIN t1 Y A Y �N �,'-Y_IIIIIII� _ice ' 1 0 01 0 IiIMIIIIIMMIIIIIIIlil 11 1 9 8 7 1.5x3 H 3x6 = 3x10 = 3x10 = 1.5x3 H 10-6-8 1 2-4-0 I 11-9-4 112-3-121 0-6-8 1-9-8 9-5-4 0-6-8 Plate Offsets(X,Y)-- 11:0-1-8,Edgel.16:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.23 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/TPI2007 Matrix-R Weight:51 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF 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 cc 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. Co \AGNEFR Wo `r<( 87022PE 29r PST NII 4 cio y �'�1, OREGON n5 O(C// N 9On cci(,lB R 1* (� / E S A. HE?` ,p� sg ' w S410NALti 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 �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 NE SELLWOOD r R51740858 PL17-30_MAIN_H F10 Floor 12 1 Job Reference(optional) I Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 5 Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:00 2017 Page 1 ID:Ar117mthBISmC3J1 UUp6ugyuVvD-CBtmFi8PgJ4KWnoQ6rHh5aDdZyg3?CZjZSzdzZycQKr 2-6-0 I I 2-2-0 I I 1-5-8 I 1 Scale=1:34.4 3x6 FP= 1.5x3 II 3x8 = 1.5x3 I I 3x8 = 3x6= 1.5x3 II 3x8 = 1.5x3 II 3x5= 1 2 3 4 5 6 7 8 9 0 �____ -� _r' __ Io d th0 1 14 12 11 10 3x5= 3x10 = 3x6 = 3x10 = 3x10= 1.5x3 II I 9-11-0 1019-8 19-6-00-01 9-11-0 0-1-8 9-5-8 0-6-8 Plate Offsets(X,Y)-- [7:0-1-8,Edoel,1.9:0-1-8,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 0.33 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 BOLL 0.0 Rep Stress Ina YES WB 0.59 Horz(TL) 0.01 13 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) 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. ���`D PR ()Fe ��5 �NGINEFR /�� �� 87022PE v� a o4wAs cit, C? d 7 �'o), OREGON cl4 4// wi •pO c�M8ER \1 �p 1. I �s A. HEc't� 14° `��c sR ' w TE -tkO EXPIRES: 06/30/2019 September 18,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" 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 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:Ar117mthBISmC3J1 UUp6ugyuVvD-8Z?XgO9fMxK2m5yoDGK9A?I?VmVFT6Z01 mSj1 RycQKp 1-0-0 I I 2-6-0 I10-6-8 Scale=1:18.0 1.5x3 II 3x8 = 1.5x3 II 3x5 = 1 3x4= 2 3 4 5 ' ...Lgwoiooiooioioill..._.....w.—_ ---- MIIIIIIIIII.II."'"— \II o- 0 V ik 9= 8 7 6 3x10 = 3x10= 1.5x3 II 1.5x3 II I 9-0-0 19-6-8 I 9-0-0 0-6-8 Plate Offsets(X,Y)— (5:0-1-8,Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.05 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 Incr 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. (Ib)-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. Ep PRO-< EG �4/4 87Q22 CIL9v0vINAsIpiiiivii.6, N ,N7 SAT OREGON cls <Ii�O AMBER 1N ��4S+ C1 A. HE(�EXPIRES: 06/30/2019 September 18,2017 I I A 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,not MI. 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 Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 36-4-8 dimensions shown in ft-in-sixteenths p y Centerplate onjoint unless x / y (Drawings not to 4 offsets are indicated. ( g scale) Damage or Personal Injury 1EDimensions are in ft-in-sixteenths. I iof ■■ Apply plates to both sides truss 1. Additional stability bracing for truss system,e.g. � and fully embed teeth. 1 2 3 diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0-116 4 wide truss spacing,individual lateral braces themselves 11L11P111111°F11 mayrequire bracing,or altemative Tor I pbracing should be considered. _. 3. Neverexceed the design loading shown and never � dO= stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 06-7 cs-s I— designer,erection supervisor,property owner and plates 0- 'h A'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 ANSIITPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. 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 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. ■i.l# reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 11111 8 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TP11: 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. a BCSI: Building Component Safety Information, NI ale 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 111.-11 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. •<<- P R OFFSS � g c GI N EFR /o29r 87022PE N cv 7 Aj OREGON cls k/� 'P SER 11‘ Q�0 A. HER E •I• : 1. 11•� 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. MIME 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 Washington is January 2,2019. orcONIO O% �WASI 4,,49639 q� GisTER SS• z 1,1C3 I 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 ANSIITPI-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?i rcyuZ?C-UBo_HaxzEn94gv_I PolbXOAVgOXF4DML5f8isQycQKg 1 1-0-0 I 0-6-911 1-2-0 110-11-11 1 1-6-0 1 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 o •- o- e o a o ,'_ 4/ .144\ 41/ N441. / 111\ 10/ .\. 40°..." .1\ / N. i••°' NI A 00 Is 29 28 27 26 25 24 23 22 21 20 3x4 = 3x5= 3x5 = 3x5= 3x5 = 3x5 = 3x5 = 4x5= 3x4 = 3x4 = 16-10-1 15-8-1 16-3-1 19-6-12 18-8-1 10-7-0 10-7-0 I 2-8-11 Plate Offsets(X,Y)- [16:0-1-8,Edgel,F21:0-1-8,Edael LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (Ioc) I/deft L/d 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 Incr YES WB 0.46 Horz(TL) 0.04 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=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. co' ,AGI P R Oress �5 NGI N4- /„ 4� �. R �T' �yZONIp . 87022PE r a5 0 •, 4rR, •I. N �cn ,�, /F �A�c OREGON ti�Q� i r On 'yBER Qom ° ��c s6 w • S A. HEp`� 14 44) sSIONALti � EXPIRES: 06/30/2019 September 18,2017 4 1 MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. IIIII 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 , 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:g9Atl6XdD82dZo8mis?ircyuZ?C-vmT7vbzsWiXfhMjK4wll8I o2YbZoHaPnndMMSIycQKd 1 1-0-0 I 11-0-9 1-2-0 I0-11-11 Scale=1:33.3 1.5x3 II 1.5x3 II 1.5x3 H 1.5x3 I I 1.5x3 II 1.5x3 I I 1.5x3 I I 1.5x3 I I 1.5x3 H 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 oo 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 1 19-6-12 11-11-1 11026-0-7 -7-0 6-5-11 Plate Offsets(X,Y)- 112:0-1-8,Edgej,x23:0-1-8,Edge) LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TOLL 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 l BCLL 0.0 Rep Stress lncr YES WB 0.44 Horz(TL) 0.06 20 n/a n/a BCDL 5.0 Code IBC20121TP12007 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. „so PROPeo ,�5 �NGINEE9 /0 2 1ONIO Zisr Q 87022PE 9' 0$of WAs jfr w tPN '` N y A), OREGON q, r 'AOnSM8ER 'V\ V., �°+a t,ic�,c s6 �`'' wa A. HEFT -4,,s,-...1'loi ' EXPIRES: 06/30/2019 September 18,2017 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,not �N 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 ANSIITPl1 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 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:g9AtI6XdD82dZo8mis?ircyuZ?C-J L9GXd0kpdvEYgSvm3s?mfQXIpZaUwiETbb034ycQKa 1 1-0-0 1 1 1-0-13 11 1-2-0 ii 0-11-7 1 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 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 20-6-12 I 20-6-12 Plate Offsets(X,Y)-- 125:0-1-8,Edge1,126:0-1-8,Edge) LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Lid 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 BOLL 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�� pcIr�R OFcs REACTIONS. (lb/size) 22=749/Mechanical,33=749/Mechanical �C.1. "INE -, S,p FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 2.y 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 r 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=0/758 �'3OREGON �/� 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, J 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, �� AMBER ��` 18-24=0/691,15-24=-589/0,15-25=0/771 �Si \P A. HE¢ NOTES- 1)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. 0^CONIO N, Q� • WAS '�1, •C11, 4i 1I. t? r1 .co lir- �N a\49639 6,0 k,k OS �'GISTER� SS'ONALE • September 18,2017 4 I 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 �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 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. 801109 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:g9AtI6XdD82dZo8mis?ircyuZ?C-FkGOyJ 1?LEAxn7bltU uTr4 WtfcEFyoCWxv478yycQKY I 2-6-0 I I 1-5-11-2-0 I I 1-6-11 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 a\ 5 6 7 8 111111411141111141444110% `\ 9 I-0110.1.1.1.11..... 44111114111441414411141111ir IOIIOIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4141111111111141141140- - -01.01.11.1.1.... — 1'1 14 13 12 11 lo 3x4 = 3x8 = 3x4 = 1.5x3 II 3x8 = 3x4 = 9-10-9 I 9-2-1 9-19 p0-5-9 I 17-4-12 I 9-2-1 O--8 0-7-0 6-11-3 0-7-0 Plate Offsets(X,Y)-- 16:0-1-8,Edoel,r13:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TOLL 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. (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=-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. ���ED PR°Fess ,N-• �NCaINEF'4 /0 87022PE 9r' I OV WANS $4, � Q 7 �Aj, OREGON ty� Zvi N 9� AMBER 1'� �p ki t r On �JQ 49639 rzi A HES �s �G/STE- sS4ONAL� EXPIRES: 06/30/2019 September 18,2017 1 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740864 PL17-30_UP_A F06 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:21 2017 Page 1 ID:eS5ErBCWsbn8SLwUvK_mFTyIdZU-C60mN_3FtrQfORlg?uwxwVbGhQ01 QnjpODZECrycQKW I 0-9-0 I 2-6-0 I Scale:3/4"=1' 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 m 0 0 8 7 3x6 = 3x4 = 3x4 = Oil-$ 8-7-8 I 0-1-8 8-6-0 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 0.17 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 Ina YES WB 0.28 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012frP12007 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. (Ib)-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. ��� �'9 'VONIO 87022PE �' �� oFwAs NfiA� OREGON �� �N N 'ACS ' /11 r �'` �� �o , t; a On A A. HE��P • +3 C s639 , w ° IONALE'G EXPIRES: 06/30/2019 September 18,2017 4 t ®WARNING-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 MN, 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 MiTek Industries,Inc. Mon Sep 18 10:42:23 2017 Page 1 I D:eS5ErBC Wsbn8SLwUvK_mFTyIdZU-8V WXog4VPTgNGIv36JzPOwgazEfSucY6sX2KHkycQKU 2-6-0 2-0-0 I I 1-1-13 II 1-6-0 I} 1-2-0 {I 1-2-7 I{ 2-0-0 I 2-0-0 I Scale=1:37.1 3x4 = 3x4= 3x10= 3x6 FP=3x4 = 3x4 = 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 :. - - ='N I 17 23 22 21 20 19 18 17 16 15 14 3x4= 3x6 =3x6 FP= 3x8 = 3x4 I I 3x5= 3x5= 3x4 = 16-8-5 12-6-0 12171-4 15-6-5 }6-1-5I22-3-4 12-6-0 01b -4 2-11-1 b-7-o -7-ol 5-6-15 Plate Offsets(X,Y)-- 19:0-1-8,Edgel,F10:0-1-8,Edoel 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 0.32 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 Ina- YES WB 0.64 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code IBC20121TPI2007 Matrix-R Weight:102 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) 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. ���E� PR(: .(- ,�5 Nc?INER /O 87022PE 9r �io f ite44- ii Cr,- ,� 4 �A� OREGON c �N1. ItayI N rgr On A- HERS ks +� �- GsTsR� w • SSIONALti ' EXPIRES: 06/30/2019 September 18,2017 4 1 MUM 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 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 R51740866 PL17-30_UP_A F08 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:g9Atl6XdD82dZo8mis?ircyuZ?C-4ueHDM6mx4w5V23REk?t5LIxJ1 KtMaFPJrXRLcycQKS 2-6-0 I I 1-5-13 I I 1-2-0 I I 1-2-7 I I 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 e e e 1 13 12 11 10 3x4 = 3x6 = 1.5x3 H 1.5x3 H 3x5= 3x4 = I 6-10-5 17-5-5 18-0-5 I 13-7-4 { 6-10-5 0-7-0 0-7-0 5-6-15 Plate Offsets(X,Y)-- f4:0-1-8,Eduel,[5:0-1-8,Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TOLL 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/TP12007 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. N, v,GN�, s/O CC7 2 87022PE 9r °50'fCOwAs ,Q • 7 �-$, OREGON r OWN N lb(4) 418 AER 1\ / S • A- H— ° +,49639,K., �grew w SSj�NALE � EXPIRES:06/30/2019 September 18,2017 t ' AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 14114 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 Miiek, 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 , 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-OGI2e280ShApIMCgL91 LAmrHarOWgU1 in90YQVycQKQ 2-6-0 I 1-5-13 I I 1-2-0 i 6-5-7 I I 2-3-0 2-3-0 Scale=1:22.7 1.5x3 1.5x3 II 3x4 = 1.5x3 I I 3x4 = 3x4= 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 e o o ®- e o 0 1 1110.111.11111.1111111.1.11111111 e o 0 o e- ��.. 1 13 12 11 10 9 3x4 = 3x6= 1.5x3 I I 1.5x3 II 3x6= 3x4 = I 6-10-5 17-5-5 i 8-0-5 I 13-4-4 6-10-5 0-7-0 0-7-0 5-3-15 Plate Offsets(X,Y)-- f4:0-1-8,Edgel,(5:0-1-8,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 0.21 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/TP12007 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=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. 61. *40 ��. 87022PE 29r- N. 1 3 d NCV tri Ns��ATFREGON clW 5ER1O � SIONAL- EXPIRES: 06/30/2019 September 18,2017 I 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 MN. 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 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:g9AtI6XdD82dZo8mis?ircyuZ?C-zfto3j9G_JQX_gM DTa4pFBwcxehkl Pg?ETVfUNycQ KO 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 0 w �/ e eNNNNN / e e- [p 11 10 9 8 > 1.5x3 II 1.5x3 I1 3x6= >0:: 1.5x3 3x4= 3x4= I 2-8-13 13-3-13 13-10-13 I 10-5-0 I 2-8-13 0-7-0 0-7-0 6-6-3 Plate Offsets(X,Y)— 12:0-1-8,Edoel.13:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 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 BOLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 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. ��E\EO PROFFs ,7.--r �N�,INEFR �'/"29 87022PE t' ©`'o�WAS . � Q 7 �'oj, OREGON cj� ,N 'AO ‘iii �1 ,� a O P • 49639 cS, S A. HE�� ° ��crsz�R ' ' • ssIONALE6 EXPIRES: 06/30/2019 September 18,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 'p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 R51740869 PL17-30_UP_A 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 10:42:31 2017 Page 1 I D:g9At16XdD82dZo8mis?ircyuZ?C-v1?YTPB W WwgEDz Wba?6HKc?vRS KPmEKHhn_mZGycQKM 2-6-0 0-10-12 1-2-0i I 1-11-0 Scale=1:29.3 1.5x3 II 3x6 = 1.5x3 II 3x4= 1.5x3 I I 3x4 = 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 9 ri I00000000000 -L iiiiioliiiiiiiii4400004, ,!_1-4/ _ 0.000.0•000—004,440040044000000( _ .iiiii — , 1 1 14 13 12 11 `, 3x4 = 3x8= 1.5x3 II 3x4= 3x8= 3x4= 7-6-12 I 6-3-4 6-10-417-5-4 I I 17-2-12 6-3-4 0-7-0 0-7-0 9-8-0 0-1-8 Plate Offsets(X,Y)— 14:0-1-8,Edge),112:0-1-8,Edge) 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 0.41 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 Incr YES WB 0.59 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code IBC20121TPI2007 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. (Ib)-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. eco• ,AGN Fq ,-,/ ,<- 87022P 29r � .40 of ,. S. N ./ ' N y Aj, OREGON ti1 <Cr `i ,. O17 4MBER sA. HE�� sit wa~ ° ��G �ss1ONAL� EXPIRES: 06/30/2019 September 18,2017 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 lot 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,D5B-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:g9AtI6XdD82dZo8mis?ircyuZ?C-rQ7Ju5Cn2XwyTHg_iQ81Q 15F4F_2E73a95Tsd8ycQKK I 2-6-0 I 2-6-0I I 0-10-12 1 1-2-0 I 1-4-0 II 2-3-0 1 Scale=1:31.1 1.5x3 I I 3x6= 1.5x3 II 3x4 = 3x4 = 1.5x3 II 3x4 = 1.5x3 I I 3x6 = 1.5x3 I I 1 2 3 4 5 6 7 8 9 o o o 2 A -NON-- 4.444444,14144444. _ .000.0000000—a\\ 10 0404 - 1 16 15 14 13 12 1T 3x4 = 3x8 = 1.5x3 II 1.5x3 I I 3x6 = 3x8 = 3x4 = I 6-3-4 T-10-417-5-41 18-3-4 I 6-3-4 0-7-0 0-7-0 10-10-0 Plate Offsets(X,Y)-- 14:0-1-8,Edge),15:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d 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 BOLL 0.0 Rep Stress Ina- YES WB 0.64 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC20121TPI2007 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. `°�<t�NG N EF,4 `r�0 mac- 87022PE 29\ S1wro '�. O �4 �� 7 "C>, OREGON cls OWN / N �� OBER \1 Qom' ° 49639 wa S A. HE �3fi. -crsx ' ' s`stoNALEG EXPIRES:06/30/2019 September 18,2017 I 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 MiTekw 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 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 1He09 Citrus ights,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 a9Bgibq MprBDVSAbj3fRi0VtcOyzi l ycQKl I 2-6-0I 2-6-0 I 1 1-8 1-2-0 I f 1"2"8II 2-3-0I 0-1 8 Scale=1:30.6 3x6= 3x4 = 3x4= 3x4 = 3x6= 1 2 3 4 5 6 7 8 9 10 e •_ _ �. •N.. .2 _v _ • 18' 1T 16 15 14 13 12 1 3x4 = 3x8 = 3x6= 3x8 = 3x6 = I 18-6-0 I 18-6-0 Plate Offsets(X,Y)-- 14:0-1-8,Edcie1,15:0-1-8,Edge1,118:0-1-8,0-0-01 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 0.39 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 Ina 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=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=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. eco GIP EF,q `r/o TOMO 87022PE �a5 ovvas .• tet) cvN . �. •` dN 7 Aj, OREGON (yam <v I 9O cctijBER \� ,.../ O .a '� O Q' 49639 �, s A. HEC)‘ �°F�.0rS�g ' ' s'ZONAL V� EXPIRES: 06/30/2019 September 18,2017 I1 1 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 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 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:g9AtI6Xd D82dZo8mis?i rcyuZ?C-kBMgkTFH6mROxuzIxFDhatFzFtRSA0eA4i R4mwycQKG 1 2-6-0 I 0-11-12 I I 1-2-0 0-6-12 OM Scale=1:18.5 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 = 1 2 3 4 5 6 7 L° O ao 13 r o m e- a - e e 1NRye11 10 93x4= VVV��� 3x6= 1.5x3 II 3x4 = 3x6 = I 10-11-8 I 10-11-8 Plate Offsets(X,Y)-- [4:0-1-8,Edge],[9:0-1-8,Edge],[13:0-1-8,0-0-0] 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 0.26 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 Incr YES WB 0.28 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 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. S�eck NG -N � L. SiO2, 9 1 87022PE � ,040 v was N 7 �'0j, OREGON cy' ,114N . , N On • MBER S A. HE��Pafi���4s6 � k/ s'IONALV EXPIRES: 06/30/2019 September 18,2017 4 I A WARNING-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,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 Mlie 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 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 CitrHeights,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:g9AtI6Xd D82dZo8mis?i rcyuZ?C-czcKaglo9?xqQ WH WA5HdkjQf5Us161dm?KPHvhycQKC 0-1-8 H I 1-0-0 10-9-13 I I 1-0-0 I I 1-9-7 SI`ale=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 e o o o o o e o ®- /o � e • 2 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)-- [12:0-1-8,Edoel,113:0-1-8,Edge1,[24:0-1-8,0-0-01 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Lid 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!nor NO WB 0.60 Horz(TL) 0.01 17 n/a n/a BCDL 5.0 Code IBC2012(TPI2007 Matrix-R Weight:75 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 6-0-0�� r,n ROFFS 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 Sj Max Uplift 15=-336(LC 3),17=-70(LC 14) �,N <N F9 p2 Max Gray 23=317(LC 1),17=942(LC 3),16=422(LC 1) '9 Q 87022PE r" 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, N 16-17=-692/0,15-16=-692/0 CI\ OREGON <C/ 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 �C ''MBER �' NOTES- Or, A- '{E-10•11P 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 ONIQ 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. • 01 , 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). d� Of WAST eta LOAD CASE(S) Standard O�., Q4: ri� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) I . N Vert:15-23=-5,1-14=-50 Concentrated Loads(Ib) / Vert:12=8(B)25=-562(B) ki14 A4 49639 ty� SSIONAL— September 18,2017 4 1/11111111M11111111111 ®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 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 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:g9AtI6XdD82dZo8mis?ircyuZ?C-YLj5?WK2hcBXfpRvH WK5g8VyBH VXae62SeuO_ZycQ KA I 1-1-12 I I 1-0-7 I 2-6-0I I 1-2-0 I I0-8-9 I Scale=1:21.1 3x4 II 3x6 = 1.5x3 I I 3x4 = 1.5x3 II 3x4= 1.5x3 H 1 4x6 = 3 4 5 6 7 6 e ® e e o m e � � o e 14 12 11 10 9 3x4 II 4x8 = 3x8 = 1.5x3 H 3x4= 3x4 = I 1-4-12 1-pia 12-6-12 I 1-4-12 0-1-8 11-0-8 Plate Offsets(X,Y)— 11:Edge,0-1-81,15:0-1-8,Edoel,[10:0-1-8,Edgel,114:Edge,0-1-81 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 0.49 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 Incr NO WB 0.66 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 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 orb-0-0••-ppwia FS 10-0-0 oc bracing:13-14. • T REACTIONS. (lb/size) 13=2371/0-5-8,9=277/Mechanical Co NGINa WO Max Uplift 9=-74(LC 3) rN R 2 Max Gray 13=2371(LC 1),9=427(LC 4) NI .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 N NOTES- - �4j, OREGON 9,`1cV4 1)Unbalanced floor live loads have been considered for this design. �L1O L"11 EA 11 l P\O 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)9. A He. 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 ONIO 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 • `., 't ,p Uniform Loads(plf) O tF WAS11 ' `r1r Vert:9-14=-8,1-8=-80 ^� W Concentrated Loads(lb) ..4cttY, 'J Vert:1=-1560(F) 4' / - N .e 49639 w� c:0 �. GrsT � sSIONAL— September 18,2017 f I Ak WARNING-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 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 , 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 I D:eS5ErBCWsbn8SLwUvK_mFTyl dZU-VkrrPCLI DDRFv7bHPxMZvZaGh56J2VpLwyNV3SycQ K8 1 1-1-12 1 1 2-6-0 I 1 1-0-7 11 1-2-0 1 1-1-9 1 0-18 Scale=1:35.0 1.5x3 11 1.5x3 II 4x6= 3x4 II 3x8 = 1.5x3 I I 3x4 = 3x4 = 1.5x3 I I 3x4= 3x6 FP= 3x6 = 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 12 : MI WI ILO I LI.G.W. ® :M-11111r31 '' ` 22 I 11) 21 19 18 17 16 15 14 3x4 I I 4x10= 3x6 FP= 3x10 = 1.5x3 II 1.5x3 I I 356= 3x8 = 356= 1 1-4-12 1-014 20-10-4 I 1-4-12 0-1-8 19-4-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,15:0-1-8,Edge1,16:0-1-8,Edge1,[21:Edge,0-1-81,[22:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 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. - -Ran R. -. 10-0-0 oc bracing:20-21,14-15. C U T I pn REACTIONS. (lb/size) 20=2651/0-5-8,13=716/0-5-8 '``i 'N 0:n Max Horz 20=2495(LC 4),13=-2495(LC 4) �rN� ANG EF/9 /0?� Max Gray 20=2651(LC 1),13=804(LC 4) 87022PE r' 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, Uf N 13-14=-633/605 �'4 OREGON o �/� 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, T O 11-13=-1987/0,11-14=0/1282,8-14=-653/163,8-15=-344/219,7-15=297/0, 'AC5 " 8ER 1' 6-15=-6/917 OS, A H E'i‘ ‘""\P 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. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 01ONIO p LOAD CASE(S) Standard do 'F WAS11 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ".� ' Uniform Loads(plf) a ?--. %4' Vert:13-21=-8,1-12=-80 N Concentrated Loads(Ib) � Vert:1=-1560(F) r "dura ,� 49639� Q,� crsm - SWONAL G September 18,2017 I t 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,.00, 11111 a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 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:eS5ErBC Wsbn8SLwIJvK_mFTyIdZU-R6zbgtNZIrhz8Rkg WM01_gi 1 vtrWZYeNGsc7 K�ycOK6 2-6-0 I 1-11-0 I I 1-0-0 I I 1-9-4 I 01—fg 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 0 0 0 0 m 11 m m e / e e e 10 9 8 3x4= '311 3x4= 3x4= 3x6= I 10-3-12 I 10-3-12 Plate Offsets(X,Y)-- 18:0-1-8,Edoel.19:0-1-8,Edoel.[11:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 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 BOLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 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.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) 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. 5 ANG'NEFTON.I0/4 ��cR /CIL, 87022PE a ov WAS ., a ; 1 tzf yp�'Oj OREGON ti�Q�N � N C' AMBER �NrAJ .� 07 i ,� a OS A. HET- °�,p,49639„,1 xvw .''IONALE G EXPIRES: 06/30/2019 September 18,2017 Ack 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 • 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?uTFBUykcd IAd6phjrJ43E4GkfycOK3 2-6-0 I 1-5-5 i 1 1-2-0 II 1-0-15 I Scale=1:28.8 1.5x3 II 3x6 = 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 8 9 • e - 15 14 13 12 11 10 3x4= 3x8 = 3x4 = 1.5x3 ll 3x8 = 3x4 = 1 16-11-4 I 16-11-4 Plate Offsets(X,Y)-- 16:0-1-8,Edgel,113:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud 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/TPI2007 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(Ib)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. pROFen `3� AGN Fq s�O ONIO k4, 87022PE ��� 01wAs , 040 • f 7 SAT OREGON ti3 lor I 'AOn AMBER 1,� �p r r DS+ C1�'' � 49639 / A. HE?' acts ' vs'1ONALE EXPIRES: 06/30/2019 September 18,2017 I t -- A WARNING-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 �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 SELLWOOD A R51740878 - PL17-30_UP_A F20 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:52 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-o4mUtbRhaNKGECddJv_Ch2N WIwVyBj NNXYZNoYycQK1 2-6-0 I 1-5-5 1-2-0 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 I i 1 2 3 4 5 H 8 9 a\\ 141 3x4 = 3x8 = 3x4 = 1.5x3 II 3x8 = 3x4 = 9-10-13 I 9-2-5 9--p3 10-5-131 17-4-12 9-2-5 0-- 0-7-0 6-10-15 0-7-0 Plate Offsets(X,Y)— 16:0-1-8,Edgel,(13:0-1-8,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 0.34 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/TP12007 Matrix-R Weight:77 lb FT=0%F,0e/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. (Ib/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=-2785/0,45=-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. mac.. ,NGI NEtc'4 /O-v_..... 87022PE r ofw Cr 4 Q `' d 5. Nfn >` NN • N y Aj, OREGON tis O<U /7 �OnFM8ER 1\ Q� 49639 q,`� S A. HE� • °0 ��crsz ' sSjONALV, EXPIRES: 06/30/2019 September 18,2017 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 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 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 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:g9AtI6XdD82dZo8mis?ircyuZ?C-be_ONxo2fZtLNo3jCCvWjX5Y14kGCZS WYmyv00ycLMI I 1-1-12I I 1-2-8 I I 1-0-0I I 1-0-0I I 1-2-0 Scale:3/4"=1' 666= 366 II 566 II 565 II 366 II 466 II 566 II 3x6 II 1 2 16 3 17 4 18 5 6 7 19 8 a e o e ZN*/V— _ ''''''N'N''''''', — e e e o 0 o e o e e e 3 '' 4x4= �\\' 15 14.111' 13 12 11 10 364 II 466= 1.563 II 1.563 II 4010= 468= I 1-4-12 1r6-4 8-9-4 I 1-4-12 0-1-8 7-3-0 Plate Offsets(X,Y)- 13:0-3-0,Edgel,f4:0-3-0,Edge1,f6:0-3-0,Edgel,f7:0-3-0,Edoel,f9:Edge,0-1-81,113:0-1-8,Edgel,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!nor NO WB 0.79 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 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 0 �C�EO R OFFS REACTIONS. (lb/size) 9=2213/0-5-8 (min.0-1-8),14=4121/0-5-8 (min.0-1-14) �/ Max Gray 9=2435(LC 4),14=4121(LC 1) ���� � Q29 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ;:\-70:::: l 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 tN 3-14=-3317/0 y �"C>, OREGON 2� NOTES- 'A MB ,�� �O 1) Unbalanced floor live loads have been considered for this design. OQ ER `Q. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. s A. HE�` 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: O6/3O/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 t'ONIO N. 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase-1.00 eJ Uniform Loads(plf) O€ ' O4 WASo Vert:9-15=-5,1-8=-50 Concentrated Loads(lb) • d Vert:8=-726(B)1=-1560(F)6=-716(B)7=-716(6)16=-716(B)17=-716(6)18-716(B) °j `14A N \/ . " $ ak6 49639 4," GISTENt Ss,. S5.0 LONALV September 18,2017 I I AWARNING-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 �w 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 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 ID:g9Atl6XdD82dZo8mis?ircyuZ?C-354C950LP48oXZRAF_DkSKgdJK26Qr19hZKsfMycLMO I 1-1-6I I 1-4-13 I I 1-0-0I I 0-6-3 3x4= 3x4= Scale=19.5 13 = 2 3x4 II 3 4 11 5 3x4 II • • e e e e /♦ •` 3x4 II 1.5x3 II 1 5x3 I I 10 9 6 7 6 0001;21* 3x6= 3x6= I 1-4-6I 5-0-6 I 1-4-6 3-8-0 Plate Offsets(X,Y)— f3:0-1-8,Edgef,F4:0-1-8,Edge),f10:Edde,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 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 Incr 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 - RV 'ROPE REACTIONS. (lb/size) 6=430/Mechanical,9=1699/0-5-8 (min.0-1-8) -� GENE tri Max Gray 6=587(LC 4),9=1699(LC 1) rN N F o FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 4.c-- 87022IDE Tl TOP CHORD 1-2=0/666,2-3=0/672,3-4=-327/0 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 CP >N N NOTES- �'0 OREGON o O40 1) Unbalanced floor live loads have been considered for this design. 7� �� 2) Refer to girder(s)for truss to truss connections. k',7,7 On , 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 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. OS 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) , iONIO Vert:6-10=-5,1-2=-815(F=-765),2-5=-50 Concentrated Loads(Ib) `, SCP OF WAS Vert:3=-405(F)11=-417(F) E �w •` J N "d49639 44> 'fi,�vcrs '4' sSt0NAL- 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 ANSITfP11 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:eS5ErBCWsbnBSLwUvK mFTyIdZU-4Qh8M_W4wXCGaHf_DtcrTWAhskxuKy4P87mEXeycQJw 1-2-14 I I 1-4-13 I 1-0-0 I 0-7-11 I 3x4 = Scale=1:9.9 1 3x4 = 2 3x4 II 3 4 3x4= 5 1.5x3 II \ /:. o , o- o 1.5x3 II 1.5x3 II 1.5x3 I I 10 9 4111111111°' 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 d-1-8 1-7-13 0-6-0 0-6-0 0-10-11 Plate Offsets(X,Y)— 13:0-1-8,Edgej,f4:0-1-8,Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 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 Ina 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 cc 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..-�'�► ,-.. 10-0-0 oc bracing:9-10. r REACTIONS. (lb/size) 9=1258/0-5-8,6=-187/Mechanical ,'. GENE .^ Max Uplift 6=-280(LC 3) ��\ N F Q2 Max Gray 9=1258(LC 1),6=42(LC 4) "9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022PE �' 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 N �N Noyes- C'tj, OREGON o `O4N 1)Unbalanced floor live loads have been considered for this design. �O 418 1'" 2)Refer to girder(s)for truss to truss connections. Q ER Q, 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) tS A. HE,�` 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 0,c OW)IF,1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 " Uniform Loads(plf) C$ p4 w' Vert:6-10=-7,1-5=-67 V 0 , Concentrated Loads(Ib) �� d Vert:1=-711(F) N vori A ,. iii iiaY c,,,49639 k,`r rsTes- 4s,SIQNAL- September 18,2017 4 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,not 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 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 0 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 1-0-0 I 0-7-11 Scale=1:9.9 3x4 = 1 4x6 = 2 3x4 I I 3 4 4x4 = 5 1.5x3 II m m 3x4 I I .111° 1.5x3 1.5x3 10 9 8 7 6 4x8 = 4x4= I 1-4-6I 5-0-6 I 1-4-6 3-8-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,13:0-1-8,Edael.14:0-1-8,Edgel,16:Edge,0-1-81.110:Edge,0-1-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 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 lncr NO WB 0.66 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 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� t1gp lg. �s 10-0-0 oc bracing:9-10. t5 REACTIONS. (lb/size) 9=2232/0-5-8,6=-455/0-2-0 s Max Uplift 6=-548(LC 3) �,\� �NG�NEFq X02 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022 P E �l 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 CV N TES- 5 1)Unbalanced floor live loads have been considered for this design. N�'t> , OREGON ci,',4/0 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. -A 'Me 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) On \P 6=548. A. He 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 ONIQ 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 01 7a� Uniform Loads(plf) �C Vert:6-10=-7,1-5=-67 O� • wnsk Concentrated Loads(Ib) . ' � w, Cr 4. Vert:1=-1422(F) 49 �N ' t., 4g 49639 ,,� fi GIST '9 ,,,s, IOATAL—c;\46 September 18,2017 4 f 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 '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 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 ANSIITPIl 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 r R51740883 PL17-30_UP_A GO1 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 PhaDl3gZh2YxOQCOAatT5IZZ?5C8HPT?CrycQJr 1 1-0-0 1 1 1-2-13 1 1 1-2-0 1 10-10-3 1 Scale=1:34.8 4x4 = 3x4 11 5x6= 3x4 = 3x4 = 3x4= 3x4= 3x4 = 3x6 FP= 3x4= 3x5 = 3x4 I I 1 2 3 4 34 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 °e \\\.: % o_ o_ co o o /S:/ N:/ee .® 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)-- 11:Edae,0-1-81,125:0-1-8,Edgel,126:0-1-8,Edael 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 0.73 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 BOLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.09 22 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:106 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 10-0-0ir�1 OTHERS 2x4 DF Stud/Std(flat) ���t.0 r R 0Fe REACTIONS. (lb/size) 33=1280/0-5-8,22=724/Mechanical (. NC"INE '9 �p2 444 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 87022 P E 9r" 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 N 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, ° 25-26=0/3687,24-25=0/3093,23-24=0/2047,22-23=0/783 -7. '�j, OREGON �,�O� 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, 1. �/7,/B 1\ 5-31=-503/0,10-27=-264/27,12-27=0/365,12-26=-810/0,20-22=-1048/0,20-23=0/926, O ER P 18-23=-810/0,18-24=0/747,15-24=-690/0,15-25=0/953 S A. He NOTES- 1)Unbalanced floor live loads have been considered for this design. EXPIRES: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. 0'c W% IO ,tr, 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). P' p`4��1yfi LOAD CASE(S) Standard ' �" '' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 IV Uniform Loads(pif) �' N Vert:22-33=-5,1-21=-50 Concentrated Loads(lb) Tr Vert:34=-870(F) e$ 74°:c-is4P.:104dNI9S611--. 0t' September 18,2017 4 A WARNING-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 �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 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 3/4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury MEDimensions are in ft-in-sixteenths. 6,40, Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. Q_lt/1 G 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves �� iiiipliir ID may ng require bracing,or alternativeereTor I O bracing should be considered. 1—� O 3. Never exceed the design loading shown and never a stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 c6-7 C5-6 I— designer,erection supervisor,property owner and plates 0- '+d'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. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,sizeorientation 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 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. I Indicates location where bearings (supports)occur. Icons vary but16.Do not cut or alter truss member or plate without prior ■= reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. — number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MIN MI ..--.....—_-40 18.Use of green or treated lumber may pose unacceptable 0.._....... environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI1: 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, lie lc 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