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Plans (43) ® MiTek6 MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-417 UPPER Fax 916/676-1909 2857A REDWOOD AMERICAN 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: R52303123 thru R52303134 My license renewal date for the state of Oregon is June 30,2019. 44 , ,c;\ GP E�9 `Sio 44� 29 87022PE cn cv %,>. OREGON rP ./ •P� AMBER *\ OS A. He?, ir E ` rr 1 Iv. November 15,2017 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. ler MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-417 UPPER Fax 916/676-1909 2857A REDWOOD AMERICAN 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: R52303123 thru R52303134 My license renewal date for the state of Washington is January 2,2019. ,TONIO a5 Dov wAst44,‘4 Q Ga i -471 rtS 4k. 11. 49639 Z•P "�' �lCISTER ' SS J e November 15,2017 Hernandez,Marcos IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN R52303123 - PL17-417_UPPER F01 FLOOR 20 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:51 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-K5_oyxJNNZMOerLJO8NGgPSr4ZhHrEzggG4QVDyJDOU 0-1-8 H I 2-0-0 I 10-11-0 11 1-2-0 1 I 1-6-8 1 Scale=1:34.2 4x8 = 3x5= 3x5= 3x6 FP= 4x4 = 4x4 = 4x8 = 1 2 3 4 5 6 7 8 9 10 11 12 13 gj al m - - 21 20 19 18 17 16 15 4x6 = 4x10= 3x10 MT2OHS FP= 4x6= 4x6= 4x10 = 4x6 = 14-10-0, I 13-8-0 I14-3-p1 20-9-0 1 13-8-0 b-7-O 0-7-0 5-11-0 Plate Offsets(X,Y)-- 19:0-1-8,Edgel,(10:0-1-8,Edoel,113:0-1-8,Edgel,114:Edge,0-1-81,[16:0-1-8,0-0-01,117:0-1-8,Edael,123:0-1-8,0-1-01 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.26 18-19 >950 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.42 18-19 >593 360 MT2OHS 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.07 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:98 lb FT=0%F,50%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) 22=750/0-5-8,14=754/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2100/0,3-4=-2100/0,4-5=-3103/0,5-6=-3103/0,6-8=-3097/0,8-9=-3097/0,9-10=-2730/0,10-11=-2047/0, 11-12=-2047/0 BOT CHORD 21-22=0/1202,19-21=0/2720,18-19=0/3211,17-18=0/2730,16-17=0/2730,15-16=0/2730,14-15=0/1171 WEBS 9-17=-276/0,2-22=-1379/0,2-21=0/1042,4-21=-718/0,4-19=0/444,8-18=-251/0,9-18=0/667,12-14=-1357/0, 12-15=0/1016,10-15=-886/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. ZONIO 87022 PE r' a ftv 4. of was v. y '0), OREGON cic „LI./ 'law// 'ACOS geERE��Q� �� 4,�49639 w� H S ' SSIONALV, EXPIRES: 06/30/2019 November 15,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-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 Ctrus Heights,CA 95610 1 Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN R52303124 PL17-417_UPPER F02 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:52 2017 Page 1 I D:yMF1 htX3B2618XNJwhnfPxyKwny-oIYm9HJ?8tUtG?wVaruVDc?1 oz2laiUz3wp_2fyJDOT 0-1-8 H I 2-0-0 I 10-9-8 11 1-2-0 I I 1-2-4 1 Scale=1:34.1 3x4 II 2x4 II 3x5= 4x8= 2x4 II 3x5 = 2x4 I I 3x5= 3x6 FP= 4x4= 4x4= 2x4 II 4x8 = 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 13 , e II IR ►M, 21 20 19 18 17 16 15 14 4x10 = 4x10 =3x10 MT2OHS FP = 4x6= 4x7 = 2x4 II 2x4 II 4x10= 4x6 = 14-10-0 I 13-8-04-3-01 20-6-4 13-8-0 h-7-0 0-7-0 5-8-4 Plate Offsets(X,Y)-- 11:Edge,0-1-81,19:0-1-8,Eduel,110:0-1-8,Edgel,114:Edge,0-1-81,[16:0-1-8,0-0-01,117:0-1-8,Edgel,122:Edoe,0-1-81,[23:0-1-8,0-1-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl LJd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.24 18-19 >995 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.39 18-19 >620 360 MT2OHS 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.06 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:100 lb FT=0%F,50%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(flet) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 tire. ,-, k- REACTIONS. (lb/size) 22=737/0-5-8,14=741/Mechanical co c NE d' Max Hoa 22=-9(LC 5) ' N F Max Uplift 22=-33(LC 6),14=-32(LC 7) �� "A!.9 Max Gray 22=738(LC 3),14=742(LC 2) 4 . 87022PE 1.-- FORCES. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-319/318,2-3=-2078/0,3-4=-2078/0,4-5=-3020/0,5-6=-3020/0,6-8=-2953/0, 8-9=-2953/0,9-10=-2597/0,10-11=-2025/0,11-12=-2025/0,12-13=-319/319 (D N BOT CHORD 21-22=-67/1214,19-21=0/2668,18-19=0/3099,17-18=0/2597,16-17=0/2597, � N 15-16=0/2597,14-15=-26/1197 -,7 -$, OREGON c ,40 WEBS 9-17=-358/109,10-16=-93/297,2-22=-1406/106,2-21=-140/1095,4-21=-826/234, 'C 4,/ ,-.../ 11 4-19=-266/605,6-19=-372/350,6-18=-448/318,8-18=-276/46,9-18=-292/868, Q ER P 12-14=-1383/103,12-15=-128/1060,10-15=-980/265 s A. He NOTES- 1)Unbalanced floor live loads have been considered for this design. EXPIRES:06/30/2019 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,14. 5)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-6-4 for 150.0 plf. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. 3TONIO Strongbacks to be attached to walls at their outer ends or restrained by other means. �C,,{�, 7)CAUTION,Do not erect truss backwards. 0 O' 114.4 Y _ N »r ,.p„,• ,+,49639 t. Gj -j .ie vs,.., November 15,2017 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 111111 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 2857A REDWOOD AMERICAN R52303125 " PL17-417_UPPER F03 FLOOR 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:53 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-GU68NdKdvBckt8Vi7ZQklgX8iNPpJC671aZXa5yJDOS I 1-1-8 I I 1-2-0 I I 2-5-4 2-6-0 I 01 8 Scale=1:21.9 1.5x3 II 1.5x3 II 4x4= 1.5x3 I I 3x4 = 1.5x3 II 3x6 = 1.5x3 = 1 2 3 4 5 6 7 e o e o' -44. o 13 h . /ZI 1 - ,,_ e® o 12 11 10 9 4x5 = 1.5x3 II 3x4= 3x8 = 3x6 = I 12-11-12 I 12-11-12 Plate Offsets(X,Y)— 12:0-1-8,Edctel,(10:0-1-8,Edoel,f12:Edcte,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.19 9-10 >809 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.32 9-10 >482 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:60 lb FT=0%F,50%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=557/0-5-8,12=562/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-802/0,3-4=-802/0,4-5=-1488/0,5-6=-1488/0 BOT CHORD 11-12=0/802,10-11=0/802,9-10=0/1450,8-9=0/1009 WEBS 2-11=0/317,2-12=-1116/0,6-8=-1107/0,6-9=0/529,4-10=-732/0 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. 4)CAUTION,Do not erect truss backwards. 5��0A&l N `v Q 87022PE 9c o4WAS y �'$, OREGON (yam tN N O �� 9�,o$geEaE��P� �p 4, s g ki H sSIONALti EXPIRES: 06/30/2019 November 15,2017 4 I 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 �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 2857A REDWOOD AMERICAN R52303126 PL17-417_UPPER F04 FLOOR 13 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:54 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-kgfWazLFgUkbVl4uhGxz114MQnk82brGWD156YyJDOR 0-1-8 H 1 2-0-0 10-11-0 1-2-0 1-3-12 Scale=1:33.8 4x8 = 3x5 = 3x5= 3x6 FP= 4x4 = 4x4= 4x8 = 1 2 3 4 5 6 7 8 9 10 11 12 13 o _ Imo- - - - - -_ I ‘111 P11 0 u14111. u 0 42 21 20 19 18 17 16 15 14 4x6 = 4x10 = 3x10 MT2OHS FP = 4x6 = 4x6 = 4x10 = 4x6 = 14-10-0 I 13-8-0 Ia301 1 2064 1 13-8-0 0-7-0 0-7-0 5-8-4 Plate Offsets(X,Y)-- 19:0-1-8,Edoe1,110:0-1-8,Edgel,113:0-1-8,Edge1,114:Edoe,0-1-81,116:0-1-8,0-0-01,117:0-1-8,Edgel,123:0-1-8,0-1-01 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.25 18-19 >979 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.40 18-19 >610 360 MT2OHS 165/146 BOLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.06 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:97 lb FT=0%F,50%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) 22=741/0-5-8,14=746/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2071/0,3-4=-2071/0,4-5=-3045/0,5-6=-3045/0,6-8=-3011/0,8-9=-3011/0,9-10=-2636/0,10-11=-2017/0, 11-12=-2017/0 BOT CHORD 21-22=0/1187,19-21=0/2677,18-19=0/3139,17-18=0/2636,16-17=0/2636,15-16=0/2636,14-15=0/1157 WEBS 9-17=-278/0,2-22=-1362/0,2-21=0/1025,4-21=-702/0,4-19=0/427,8-18=-250/0,9-18=0/671,12-14=-1341/0, 12-15=0/997,10-15=-855/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. (N V' P EFR `>-, Q 87022 P E<14 29� �wN44. ' C° °4 i d N N -: yp�Aj<OREGON ti�OWN / N 1'� � ,/ Cb`s ABEHE��� .nes_. ��c s R w„ SSIONALE't-10 • ` EXPIRES: 06/30/2019 November 15,2017 t I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 ANSIITP11 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 2857A REDWOOD AMERICAN R52303127 - PL17-417_UPPER F05 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:54 2017 Page 1 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-kgfWazLFgUkbVl4uhGxzl14KWnIE2fM GWDI56YyJDOR I 1-0-0 1 1 t-2-0 1 1 2-3-12 I 2-6-0 I 0 i 8 Scale=1:21.4 3x4 I I 3x4 II 4x4= 1.5x3 II 3x4 = 1.5x3 II 3x6 = 3x5 = 1 2 3 4 5 6 7 • ®9 ' ® ' m .o- o 0 a 13; e/ e or ® 12 11 10 9 4x6 = 1.5x3 II 3x4 = 3x8= 3x10 = I 1-4-8 11-11-8 1 2-6-8 I 12-11-12 I 1-4-8 0-7-0 0-7-0 10-5-4 Plate Offsets(X,Y)-- f1:Edge,0-1-81,12:0-1-8,Eddel.110:0-1-8,Edgel,113:0-1-8,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.20 9-10 >776 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.32 9-10 >480 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:63 lb FT=0%F,50%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 6Rigid-0-0 ceiling ng:directly applied or 10-0-0���i�N4-,.... t : REACTIONS. (lb/size) 12=557/Mechanical,8=552/0-5-8 � — NE .0 Max Horz 12=9(LC 7) r\ ON ER i2 Max Uplift 12=-69(LC 6),8=-70(LC 7) Max Gray 12=591(LC 3),8=587(LC 2) 87022PE 9r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-771/0,3-4=-956/276,4-5=-1492/37,5-6=-1495/80,6-7=-395/393 BOT CHORD 11-12=-130/846,10-11=0/771,9-10=-104/1432,8-9=201/1120 N N /v WEBS 2-11=-69/363,2-12=1216/197,6-8=-1230/228,6-9=-294/736,4-9=-389/465, . <C% 1.-. ^OREGON -.IL 4-10=-951/352 'C s'',/BER 1� `4 NOTES- On ��P 1)Unbalanced floor live loads have been considered for this design. A A. `-{E 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)12,8. 4)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag EXPIRES: 06/30/2019 loads along bottom chord from 0-0-0 to 12-11-12 for 150.0 plf. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. • oTONIO © • WAS O, l ��-' VP lilV \\N.:,liT r ...) SSFONALv November 15,2017 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not - « a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 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 2857A REDWOOD AMERICAN R52303128 PL17-417_UPPER F06 FLOOR 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:55 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-DsDunlMtRosS7Sf4FzSCrFdVSA5Mn6VQIt2efyJDOQ 1-4-4 I I 1-2-0I I 2-5-4 I 2-6-0 I 0N8 Scale=1:22.3 1.5x3 H 1.5x3 II 4x4= 1.5x3 I I 3x4= 1.5x3 II 3x6 = 1.5x3 = 1 2 3 4 5 6 7 e 0 0 --/ 13 7 0 o a o 1 11 10 9 7 4x5 = 1.5x3 II 3x4= 3x8 = 3x6 = 13-2-8 13-2-8 Plate Offsets(X,Y)— f2:0-1-8,Edoel,f10:0-1-8,Edgel,f12:Edae,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.20 9-10 >793 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.33 9-10 >475 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:61 lb FT=0%F,50%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=568/0-5-8,12=573/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-886/0,3-4=-886/0,4-5=-1532/0,5-6=-1532/0 BOT CHORD 11-12=0/886,10-11=0/886,9-10=0/1515,8-9=0/1031 WEBS 2-11=0/289,2-12=-1143/0,6-8=-1131/0,6-9=0/553,4-10=-716/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. R Gopk- `o��FNG'I E -,q wo ��� 87022PE �9r orcwro , tO% O4 Q 7 �'0j, OREGON cy� �N ' ,. N 'AC' AMBER 1,� �� / On A- HER�P ° ��c sb4, SIDNAL- EXPIRES: 06/30/2019 November 15,2017 4 4 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 �e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe ke 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 2857A REDWOOD AMERICAN R52303129 " PL17-417_UPPER F07 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:55 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-DsDunlMtRo5S7Sf4FzSCrFdctAEFnAFQIt2efyJDOQ 0-1-8 1--I I 2-3-12 I 2-6-0 I Scale=1:10.8 1 1.5x3 II 2 3x4 = 31.5x3 II III w II 11111 : EN= ME Mr, h/ 5„ 4 3x6 = 3x4 = I 5-2-4 I 5-2-4 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) 0.00 5 "* 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(TL) -0.08 4-5 >756 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-P Weight:25 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-4 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) 5=179/0-5-8,4=183/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. �o�Eo P R OFFss ��c �NGI NE�cR /\� 87022 PE yr ocaof wAs t4i44' e, �N yN �'�j`OREGON cl©OW) _ N O r; ' ell EXPIRES: 06/30/2019 November 15,2017 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut 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. Citrus SuiteH 109 eights,CA 95610 • Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN R52303130 _ PL17-417_UPPER F08 FLOOR 3 1 Job Reference(optional) 1 Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:56 2017 Page 1 ID:yMF1htX3B2618XNJwhnfPxyKwny-h3nH?eNVC6_JkcEHphzRNS9mxaYKWa5Z_XnBBQyJDOP 1 I 1-6-0 1-8-15 1-2-0 I I 1-11-0 I 2-6-0 I I 0-9.4 I I 2-3-0I 0x8 Scale=1:25.5 1.5x3 II 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 = 1 2 3 4 5 63 7 8 9 _ _ _ _ i \ : 16 15 14 13 �/ 11 3x4 = 3x4 = 3x4= 3x6= 3x6 = 3x6= I 9-3-15 9-513 15-1-3 I 9-3-15 0-1-4 5-8-0 Plate Offsets(X,Y)-- (13:0-1-8,Edgel,(14:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.02 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.04 12-13 >999 360 BOLL 0.0 Rep Stress!nor YES WB 0.22 Horz(TL) 0.01 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:72 lb FT=0%F,50%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) 10=150/0-5-8,12=806/0-5-8,15=351/Mechanical Max Uplift 10=-16(LC 3) Max Gray 10=210(LC 7),12=806(LC 1),15=357(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-601/0,3-4=-601/0,4-5=-601/0,5-6=0/454,6-7=-66/263,7-8=-66/263 BOT CHORD 14-15=0/385,13-14=0/601,12-13=0/381,11-12=-454/0 WEBS 6-12=-453/0,2-15=-487/0,2-14=0/260,5-12=-809/0,5-13=0/274,8-10=-270/99, 8-11=-366/0,6-11=0/368 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 capable of withstanding 100 lb uplift at joint(s)10. 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. `�cQ`Ep P R OFFS �co �\AG'I NE�cR ` o 2 TONIQ 87022PE -9r c o4wAs y �Aj OREGON �� <v� ">• N 'A AMBER �� �� r On A. HO; 4,�G s6 w� S,SIONALV;t0 EXPIRES: 06/30/2019 November 15,2017 t t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 Niek' 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 2857A REDWOOD AMERICAN R52303131 - PL17-417_UPPER F09 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:56 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-h3nH?eNVC6_JkcEHphzRNS9mVaVFWYEZ_XnBBQyJDOP 2-3-0 I I 1-2-0I 1-0-8 Scale=1:25.9 1.5x3 11 3x8= 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 I I 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 9 w ww Ii I PAN `'1 Vii' \h 'ikvamw, 1 1111 7- Y 15 14 13 12 11 A. 3x5 = 3x8= 3x4 = 1.5x3 II 3x8= 3x5 = I 15-3-0 15-3-0 Plate Offsets(X,Y)-- f6:0-1-8,Edge1,f13:0-1-8,Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.09 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(TL) -0.15 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.03 10 n/a n/a BCDL 5.0 Code IBC2012ITPI2007 Matrix-R Weight:71 lb FT=0%F,50%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=555/Mechanical,10=555/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1504/0,3-4=-1504/0,4-5=-1687/0,5-6=-1687/0,6-7=-1486/0,7-8=-1486/0 BOT CHORD 14-15=0/918,13-14=0/1730,12-13=0/1687,11-12=0/1687,10-11=0/919 WEBS 2-15=-1036/0,2-14=0/661,4-14=-255/0,8-10=-1037/0,8-11=0/640,6-11=-401/0 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)10. 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. �CD � G,I N��cR `r�0 87022PE ��rlONIO , 4. ,N r y raj, OREGON (f3�4/ N OS+ E R AN°'- . 49639 c,' • A. HER °.,, \\4bismw- .: ,,,,s, 146 EXPIRES: 06/30/2019 November 15,2017 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 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 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 2857A REDWOOD AMERICAN e R52303132 PL17-417_UPPER F10 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:57 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-9FLfC_N8zP6AMmpTMOUgwgixw_u3F?UCBXIjsyJDOO I 1-4-15 I I 1-5-8 I I 1-2-0 I I 2-0-4 2-6-0 I I 2-8-0 ONS Scale=1:25.0 NO PARTITION WALLS MAY BE LOCATED ON PANELS GREATER THAN 30" 3x4 II 3x4 H 3x6 = 3x4 = 1.5x3 II 3x4 = 3x4 II 3x4= 3x5 = 1 2 16 3 4 5 6 7 8 e e e e o _ • _ e —7' ,V 15� 1000000000000. 0 e e o e e \exv�o 14 1• 12 11 .6" 3x6 = 3x6 = 1.5x3 II 3x4= 3x8 = 3x10 =- I I 1-7-15 9-5-3 I 15-1-3 I 1-7-15 7-9-4 5-8-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,f3:0-1-8,Edgel,[11:0-1-8,Edgel,f15:0-1-8.0-1-81 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 0.25 Vert(LL) -0.04 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(TL) -0.07 9-10 >888 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:75 lb FT=0%F,50%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 0 Ha,R OFcs REACTIONS. All bearings 0-5-8 except(jt=length)14=Mechanical. �� GINE ` ts; (Ib)- Max Horz 14=9(LC 4) �,N �N F9 o2 Max Uplift All uplift 100 lb or less at joint(s)except 14=-416(LC 6),13=-308(LC 7),9=-217(LC 7) .9 Max Gray All reactions 250 lb or less at joint(s)except 14=472(LC 5),13=532(LC 22),9=332(LC 14),10=776(LC 87022 P E r 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-360/323,3-4=-482/203,4-5=-454/166,5-6=-184/569,6-7=-603/883,7-8=-395/393 N BOT CHORD 13-14=-557/594,12-13=-459/674,11-12=-212/489,10-11=-416/511,9-10=-457/497 ' OREGON WEBS 2-13=-475/459,2-14=-753/707,3-13=-465/157,5-10=712/79,5-11=-156/285, 1` ,44/ 7-9=-609/592,7-10=-893/517 1' ' fig \' vr NOTES- On A. HEF 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 capable of withstanding 416 lb uplift at joint 14,308 lb uplift at EXPIRES:06/30/2019 joint 13 and 217 lb uplift at joint 9. 4)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-1-3 for 150.0 plf. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. • -.5 0N10 .•04, 05 $ WAS,4 Cd:' / w SCJ. tr N i • " � 4'4' '963k, . Ab 0/STSR ' SSIONALE November 15,2017 I I ®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,notIa " 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 ANSIITP11 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 2857A REDWOOD AMERICAN PL17-417_UPPER F11 FLOOR 9 1 852303133 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:58 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-dRvl QKOmkjEO_wOfw6?vStF7ROEw_VmsRrGIFJyJDON 1-4-4 I 1-2-0 1-4-12 I 1-9-0 Scale=1:11.5 3x4 = 11.5x3 H 2 3 1.5x3 II 4 3x4 = 51.5x3 I I 0 C e e e 1.5x3 II 3x4 = 9 8 7 6 3x4= 3x4 = I 6-2-0 I 6-2-0 Plate Offsets(X,Y)-- f2:0-1-8,Edgel,F7:0-1-8,Edael LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.02 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(TL) -0.03 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:30 lb FT=0%F,50%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=222/0-2-12,6=222/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-252/0,3-4=-252/0 BOT CHORD 8-9=0/252,7-8=0/252 WEBS 2-9=326/0,4-6=-292/0 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)9. 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. ��,EO P R°Fit, �� So co ��GINFFR wo 2 �� 87022 P E 91-- of wNNIO •� Coc'ry 1 . .. eon y 4j, OREGON cy3 to i �� Fil.�gER �\ �d ire On A. HERS 'gc s6 / SSIONAL� . EXPIRES: 06/30/2019 November 15,2017 4 t WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 [VliTek" 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 2857A REDWOOD AMERICAN R52303134 PL17-417_UPPER F12 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:58 2017 Page 1 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-dRv1 QKOmkjEO_wOfw6?vStF2e081_T8sRrGI FJyJDON 1-4-4 I I 1-2-0I I 2-3-4 I 2-6-0 Scale=1:21.9 1.5x3 11 3x4= 1.5x3 H 3x4= 1.5x3 11 3x5 = 1.5x3 H 1 2 3 4 5 6 7 o i e o �� e o L. 1;♦ 11 10 9 8 3x4= 1.5x3 II 3x4= 3x6 = 3x4= I 12-11-0 I 12-11-0 Plate Offsets(X,Y)-- 12:0-1-8,Edgel,110:0-1-8,Edge) LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.15 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(TL) -0.25 9-10 >605 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC20121TPI2007 Matrix-R Weight:59 lb FT=0%F,50%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) 12=469/0-2-12,8=469/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-718/0,3-4=-718/0,4-5=-1236/0,5-6=-1236/0 BOT CHORD 11-12=0/718,10-11=0/718,9-10=0/1211,8-9=0/827 WEBS 2-12=-927/0,6-8=-915/0,6-9=0/452,4-10=-569/0 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)12. 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. �� 2'9 TONIO 87022PE ac0 0: wAs .N c•r ,, 'p. , CV y '$, OREGON (yam O� � ��OS ABER���Q� "*''' ,��49639 ,aHv sx ' ssIONALti� EXPIRES: 06/30/2019 November 15,2017 I 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,, OR1111 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1314" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury MM. Dimensions are in ft-in-sixteenths. 1114k 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. 0'1/16 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p may require bracing,or alternative Tor I _ 0 IL.1111121111 abracing should be considered. O n= 3. Nacexceed the design loading shown and never d U stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 ce-7 C5-6 F plates 0- r1/'from outside BOTTOM CHORDS all otherrerection inter interested parties.sor,property owner and edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1 352,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 mit Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved 16.Do not cut or alter truss member or plate without prior treaction section indicates joint pproval of an engineer. �U =111=11=E number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. III.Ell ►=� 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. MI ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. and pictures)before use.Reviewing pictures alone snot sufficient. BCSI: Building Component Safety Information, M IITe Ic 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