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Plans (311) 1•111111111 €7,t, mit giAljf , AN S 2018 MiTek® ���` .�I ARr. ii)111,1nINGDWISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA,95610 Telephone 916/676-1900 Re: PL17-417_MAIN_H Fax 916/676-1909 PLAN 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: R52258759 thru R52258765 My license renewal date for the state of Oregon is June 30,2019. ��Q,Eo PR oFF 7 ,43INE4\co 87022PE US y cINAj OREGON tie �H C� SER 'N1�Q�0 A. HEck EX' RE 06/31 119 November 10,2017 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. l • Mu mit , Ao MiTekg' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-417 MAIN H Fax 916/676-1909 PLAN 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: R52258759 thru R52258765 My license renewal date for the state of Washington is January 2,2019. 0ZONIO 14, cj05 i,o•V`N `ill AT' , dam N rt, kg 49639 q,'. +t', GISTER O S, .4 -.9 a a November 10,2017 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. 1 • Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN , ' R52258759 PL17-417_MAIN_H F01 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:29 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-lygOlfl rPJCnTwXMvPWK?X?af8goQajQFpiksWyKwNq 0-6-8 i I I 1-0-8 2-3-0I 0�� Scale=1:13.2 1.5x3 II 1.5x3 II 3x5= 1 2 3x8 = 3 4 r�o� 0 3x4 = 3x8= 7 6 5 1.5x3 I I � 0-6-8 � 6- 5-8 g-8-12I 0-6-8 5-11-0 0-3-4 Plate Offsets(X,Y)— 14:0-1-8,Edoel 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 0.15 Vert(LL) -0.01 6 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) -0.03 6-7 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.33 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:27 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) 1=255/0-6-0,4=255/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-621/0,3-4=-621/0 BOT CHORD 6-7=0/374 WEBS 4-6=0/643,2-6=0/256,2-7=-434/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 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. `��EO P R OFFS co �AG,l NE , wo cc 87022PE 9r •orpo�w , 4 7 SAT OREGON cyo (V� % N 'pO AMBER �N �p ,� On A. He?, 4'Fc s639.0 T ,� s-40NALE EXPIRES:06/30/2019 November 10,2017 I / f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • 1 Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN R52258760 PL17-417_MAIN_H F02 Floor 8 1 • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:30 2017 Page 1 ID:yMF1htX3B2618XNJwhnfPxyKwny-m8EmF?2UAdKe445YT61ZYkY11Y_u9zIZUTSIOyyKwNp 2-3-0 11-0-3 1-0-3 1-6-12 13-6-8I Scale=1:33.6 2x4 II 3x8 = 2x4 II 3x8 = 2x4 II 5x16 = 2x4 II 3x8= 2x4 I I 4x6 = 1 2 3 4 5 6 7 8 9 10 q s� lainniiim4—s riiiimmmen e, ow. -NI, rI.,. 1111.1M 1 16 15 14 13 12 11 4x5 = 4x8= 4x10 = 3x4 II 4x12 = 4x10 = 2x4 II 10-6-3 19-3-15 19-10-7 10-6-3 8-9-12 0-6-8 Plate Offsets(X,Y)— f10:0-1-8,Edgel,[11:0-1-8,Edael,f17:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.06 16 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.10 16-17 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:84 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=276/0-6-0,14=1044/0-6-0,17=369/0-2-12 Max Gray 10=326(LC 4),14=1044(LC 1),17=394(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1413/0,3-4=-1413/0,4-5=0/475,5-6=0/475,6-7=-250/595,7-8=-250/595, 8-9=-879/0,9-10=-879/0 BOT CHORD 16-17=0/1077,15-16=-77/983,14-15=-1426/0,13-14=-1378/0,12-13=-221/889 WEBS 6-14=-1027/0,2-17=-1118/0,2-16=0/349,4-16=0/538,4-15=-1240/0,6-15=0/1074, 10-12=0/911,8-12=-9/250,8-13=-845/0,6-13=0/1175 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. 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. � �E° PR°FFs � NGiNEcs / c... A /4 �2ma9 ' 87022PE r oc'ovwAs Cr ' ,° i' AT OREGON tis O<v tA y i 'AO AMBER 1,\ On A. HER�P ° 4k".�c s639 , At, 3',.9.LE146"S� EXPIRES: 06/30/2019 November 10,2017 1 1 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,notta ll. 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 ' PLAN 2857A REDWOOD AMERICAN , R52258761 t, PL17-417 MAIN_H F03 Floor 5 1 — Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:31 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-FKo8SL36xwSViEgk1 pYo4y5uoyKyuQEii6BrxOyKwNo 0-6-8 1-11 2.6-0 11-4-10 I 1 1-9-6 Scale=1:33.0 2x4 I I 3x8= 2x4 II 4x10 = 3x10= 2x4 II 3x8= 2x4 II 1 4x7= 2 3 4 5 6 7 8 9 ... li 15 14 13 11 11 i 2x4 II 4x12 = 4x12 = 4x6= 4x12 = 4x5= p-6-81 9-11-2 10-p110 19-7-1 I b-o-8 9-4-10 0-1-8 9-6-6 Plate Offsets(X,Y)— 11:0-1-8,Edge),19:0-1-8,Edge),110:Edae,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.05 11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.11 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:83 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) 1=314/0-6-0,10=329/0-2-12,12=1021/0-6-0 Max Gray 1=350(LC 3),10=361(LC 4),12=1021(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1035/0,2-3=-1035/0,3-4=-186/485,4-5=-186/485,5-6=0/1304,6-7=-1149/0, 7-8=1149/0 BOT CHORD 13-14=-105/1008,12-13=-1304/0,11-12=-412/326,10-11=0/1028 WEBS 5-12=-570/0,1-14=0/1066,3-13=-997/0,5-13=0/1146,8-10=-1060/0,6-11=0/980, 6-12=-1314/0 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. �S' c N Fq `S/O c� 2 ¢� 87022PE �� aCD o�wasr � �i;�. Cr, tP N ,...t,. .1, O� j)c OREGON ti� �N ,. %7 . N 'A�' �,MeER �,� p ,o , / On A. HEN; 39 \-\.' �Fc s6it-I ' w s,stONALE#2 EXPIRES: 06/30/2019 November 10,2017 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 tp 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 PLAN 2857A REDWOOD AMERICAN R52258762 ` , PL17-417_MAIN_H F04 Floor 13 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:31 2017 Page 1 I D:yMF1 htX3B2618XNJwhnfPxyKwny-FKo8SL36xwSViEgk1 pYo4y5uHyKZuScii6Brx0yKwNo 0-6-8 1-11 2-3-0 i 1-3-12 I I 1-11-8 Scale=1:30.6 2x4 11 3x8 = 2x4 II 4x8= 3x8= 2x4 II 3x8 = 2x4 II 14 2 3 4 5 6 7 8 9 . miniiiii .eimmoomm ,,,,____ pi impumiel ,; --,..m... .. .-----....„..-- , c,j ....... MIMS: •111111 .1.1 IiiIIIIIN Y.,111 =41110 MY i- `',, Ii 15 14 13 2 11 2x4 II 4x10 = 4x10 = 4x6= 4x10= 4x5= p-6-81 9-1-4 18-2-4 -6-8 8-6-12 I 9-1-0 1 Plate Offsets(X,Y)— f1:0-1-8,Edgel,f9:0-1-8,Edoel,f10:Edoe,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) -0.04 11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(TL) -0.08 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:77 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) 1=285/0-6-0,10=313/0-2-12,12=944/0-6-0 Max Gray 1=319(LC 3),10=341(LC 4),12=944(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-856/0,2-3=-856/0,3-4=-182/420,4-5=-182/420,5-6=0/1087,6-7=-1041/0, 7-8=-1041/0 BOT CHORD 13-14=-99/843,12-13=-1087/0,11-12=-281/424,10-11=0/890 WEBS 5-12=-538/0,1-14=0/887,3-13=-820/0,5-13=0/972,8-10=-924/0,6-11=0/745, 6-12=-1264/0 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. G> '7 FEFq `rho 4�� $7022PE 2�� zorrro �Cy5 PO CI WA5I1 -y '0j, OREGON ti, <v 1 s 9�,0G ABERE0.4P .a©_ 449639 q,, H Grs ssIONALE EXPIRES: 06/30/2019 November 10,2017 t t WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke,connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111 e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 PLAN 2857A REDWOOD AMERICAN R52258763 c. PL17-417_MAIN_H F05 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:32 2017 Page 1 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-jWM Wgh3ki EaMKOFxbX31 d9d4kMgNdtlsxmxOTryKwNn 0-3-4 H I 2-6-0 I I 1-6-2 0-11-9 11-g I Scale=1:27.4 1.5x3 II 3x8= 1.5x3 I I 5x16 = 1.5x3 II 3x8= 1.5x3 II T 1 3x8= 2 3 4 5 6 7 8 r MOM t•i-Ymmito lis, 14 13 12 , 10 9 1.5x3 II 3x12 = 4x12 = 3x4 II 4x10 = 3x5= Or3-4 9-7-14 9-916 16-1-7 I 0-3-4 9-4-10 0-1-8 6-4-1 Plate Offsets(X,Y)— 11:0-1-8,Edael 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 0.23 Vert(LL) -0.05 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.10 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code IBC20121TP12007 Matrix-R Weight:69 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. - -ttq-11 , REACTIONS. (lb/size) 1=344/0-2-12,11=870/0-6-0,9=169/Mechanical `� GINE ss - Max Uplift 9=-13(LC 3) ���� �N FR 02 Max Gray 1=357(LC 3),11=870(LC 1),9=227(LC 4) 9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022PE r TOP CHORD 1-2=-1063/0,2-3=-1063/0,3-4=-271/109,4-5=-271/109,5-6=-91/540,6-7=-91/540 BOT CHORD 12-13=0/1065,11-12=-971/0,10-11=1012/0,9-10=-176/508 WEBS 5-11=-870/0,1-13=0/1095,3-12=-871/0,5-12=0/1168,7-9=-524/182,7-10=-666/0, U3 CV 5-10=0/734 y �A. OREGON ti�`�4Q NOTES- F 1 \4 1)Unbalanced floor live loads have been considered for this design. �O M8 ER `Q. 2)Refer to girder(s)for truss to truss connections. s A �...�E¢\ 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9. 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. EXPIRES:06/30/2019 Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. orcONIO SOS OFWASpr, 44, , ado ,?,49639,0,, w� GisT> ' SSIONAL-- November 10,2017 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 r Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN R52258764 ' PL17-417_MAIN_H F06 Floor 2 1 •� Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:32 2017 Page 1 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-jWMWgh3kiEaMKOFxbX31 d9d3YMgBdtTsxmxOTryKwNn 0-3-8 H I 2-6-0 1-4-10 I I 1-9-6 Scale=1:32.5 2x4 I I 3x8 = 2x4 I I 4x10 = 3x10 = 2x4 I I 3x8= 2x4 I I 4x7= 12 3 4 5 6 7 8 9 vl _-..nuj w w y f iiiMIIM O -•. Y diaY =maim' li 15 14 13 2 11 i 2x4 II 4x12 = 4x12 = 4x6 = 4x12 = 4x5= 013-8 9-8-2 9-9 0 19-4-1 I 0-3-8 9-4-10 0--8 9-6-6 Plate Offsets(X,Y)— f1:0-1-8,Edael,f9:0-1-8,Edgel,110: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 0.30 Vert(LL) -0.05 11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.11 10-11 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.58 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC20121TP12007 Matrix-R Weight:82 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) 1=314/0-3-0,10=329/0-2-12,12=1021/0-6-0 Max Gray 1=350(LC 3),10=361(LC 4),12=1021(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-2=-1035/0,2-3=-1035/0,3-4=-187/485,4-5=-187/485,5-6=0/1304,6-7=-1149/0, 7-8=-1149/0 BOT CHORD 13-14=-105/1008,12-13=-1304/0,11-12=-413/326,10-11=0/1028 WEBS 5-12=-570/0,1-14=0/1066,3-13=-997/0,5-13=0/1146,8-10=-1060/0,6-11=0/980, 6-12=-1314/0 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. ,cckc O PR°FFs`S> � GINEER ct""`` 87022PE fit- ot w 4 .. � '0 Iy SAT OREGON do OtN � N 47 OS A. HE 7, FFGs g ' w sSIONAL.E EXPIRES: 06/30/2019 November 10,2017 f i ter. 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 M iT 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 Citrus Heights,CA 95610 I • Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN , R52258765 ♦J PL17-417_MAIN_H F07 Floor 13 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:33 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-Bjwvt04MTYiDxYg78EaGANAG810KML3?AQgy?HyKWNm 1-5-4 I I 2-3-0 I I 0-6-8 Scale=1:17.5 1.5x3 II 3x8= 1.5x3 I I 3x8 = 1 3x6 2 3 4 5 'Y\/ q ri: e ` a e • 0 o XX 0 g g 7 6 3x10 = 3x12 = 1.5x3 II 1.5x3 II I 8-8-4 1 9-2-12 1 8-8-4 0-6-8 Plate Offsets(X,Y)-- f5:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.04 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.09 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:39 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=376/0-2-12,5=376/0-6-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=375/0,1-2=-800/0,2-3=-800/0,3-4=-1064/0,4-5=-1064/0 BOT CHORD 7-8=0/1253 WEBS 5-7=0/1103,3-8=-471/0,1-8=0/865 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 cc 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. ��Q,EO P R Oren c�`, �NGi NE . /02 87022PE 4.41 9r �yTONIp 0% ov w w a tP N 7 / .“3st, � �"c OREGON cy� �N � N �On TIMBER �� �� .�+ li S A. HE��P ���G Sg49639 w ssIONALti CI EXPIRES:06/30/2019 November 10,2017 4 __ I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lil'R 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 ' Symbols y 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 (Drawings not to scale) Damage or Personal Injury rI� Dimensions are in ft-in-sixteenths. ligk 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 orX-bracing,is always required. See BCSI. O_11fi 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p 4 may require bracing,or alternative Tor I _ O .. �� 11111111,140, 3. Never exceed the design loading shown and never d U stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-e c.- cs-s designer,erection supervisor,property owner and plates 0- 'i 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-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 ��� 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. 1 Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 4111=ii. reaction section indicates joint &Mill III MI number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �� ►=-4 IIhII, 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. 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 is not cuff tient. BCSI: Building Component Safety Information, i ■'k® 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 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 Oregon is June 30,2019. PROFFss co � ‘GINE- . /02� 87022PE r cv yc(NA� OREGON tip 44/ti �C) 11/13 ER \ Q0 08 A. HE; E 1- 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 ANSIITPI-1, Chapter 2. 101, 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. Q5 O1WIO �Q tiw ' N (f 49639 <y�v� ,p„49639,4, s / 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_OyxJNNZMOerLJ08NGgPSr4ZhHrEzggG4QVDyJDOU 0-1-8 H 1 2-0-0 I 10-11-0 II 1-2-0 ii 1-6-8 1 Scale=1:34.2 4x8 = 3x5= 3x5= 3x6 FP= 4x4 = 4x4 = 4x8=- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 aiw 4.j. w awwr aaaaaaaa r r.wisiswqwwit. '.:..01111.116Mrre OW Wii: . WW. M., ''T 21 20 19 18 17 16 15 4x6 = 4x10 = 3x10 MT2OHS FP= 4x6= 4x6= 4x10 = 4x6 = q14-10-0 I 13-8-0 4-3 I 20-9-0 I 13-8-0 b-7-0 0-7-0 5-11-0 Plate Offsets(X,Y)— (9:0-1-8,Edgel,f10:0-1-8,Edgel,(13:0-1-8,Edoel,f14:Edae,0-1-81,116:0-1-8,0-0-01,f17:0-1-8,Edge1,123:0-1-8,0-1-01 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 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 lncr YES WB 0.53 Horz(TL) 0.07 14 n/a n/a BCDL 5.0 Code IBC20121TP12007 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=-2100/0,34=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. '`(CEO P R QFFsS �Co NG,INEER /0 144 87022PE �< �yTONIO C✓& OF W� • Aix,, r' d to 7 -$, OREGON (L O4// ) N C� MBER 1N d --Tr OSA HE��P ° �,�G s6 w� • m* 441 4',s, ALE EXPIRES: 06/30/2019 November 15,2017 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 1 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 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 ID:yMF1 htX3B2618XNJwhnfPxyKwny-olYm9HJ?8tUtG?wVaruVDc?10z2IaiUz3wp_2fyJDOT 0-1-8 H I 2-0-0 I0-9-8 11-2-° j l 1-2-0 I Scale=1:34.1 3x4 I I 2x4 II 3x5= 4x8= 2x4 II 3x5 = 2x4 II 3x5= 3x6 FP= 4x4= 4x4= 2x4 II 4x8 = 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 13 e� ® ee eta.1111, VIlij i0000000000000,Ilk.® a`\\ F]II e - ►_ 21 20 19 18 17 16 15 14 4x10 = 4x10 =3x10 MT2OHS FP = 4x6= 4x7 = 2x4 II 2x4 I I 4x10= 4x6= 14-10-0 I 13-8-0 14-3-01 I 20-6-4 13-8-0 b-7-0 7-0 5-8-4 Plate Offsets(X,Y)- I1:Edge,0-1-81,19:0-1-8,Edgel,110:0-1-8,Edge1,114:Edcie,0-1-81,116:0-1-8,0-0-01,117:0-1-8,Edge1,f22:Edge,0-1-81,123:0-1-8,0-1-81 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 0.45 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(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0•. •King\ OFes REACTIONS. (Ib/size) 22=737/0-5-8,14=741/Mechanical � N(3 NEE- cS'/� Max Horz 22=-9(LC 5) �_<-' � 9 2 Max Uplift 22=-33(LC 6),14=-32(LC 7) G{y -9 Max Gray 22=738(LC 3),14=742(LC 2) 4C- FORCES. � 87022 P E 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 .�r (J)� N BOT CHORD 21-22=-67/1214,19-21=0/2668,18-19=0/3099,17-18=0/2597,16-17=0/2597, 7 A, OREGON rt, X40 15-16=0/2597,14-15=-26/1197 WEBS 9-17=-358/109,10-16=-93/297,2-22=-1406/106,2-21=-140/1095,4-21=-826/234, C� AMBER �\` 4-19=-266/605,6-19=-372/350,6-18=-448/318,8-18=-276/46,9-18=-292/868, OS � `P 12-14=-1383/103,12-15=-128/1060,10-15=-980/265 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. ONIO 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. -11'T Strongbacks to be attached to walls at their outer ends or restrained by other means. 04 7)CAUTION,Do not erect truss backwards. A'E'I i.1,, ;J' /i, 49639 47 ��ctS ' ' SSIONALEG November 15,2017 I1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 Niel(' 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 Budding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. gilt 109 Heiohts.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-GU68NdKdvBckt8Vi7ZQkIgX8iNPpJC671aZXa5yJDOS I 1-1-8 I I 1-2-0I I 2-5-4 2-6-0 I oN8 Scale=1:21.9 1.5x3 II 1.5x3 II 4x4= 1.5x3 I I 3x4 = 1.5x3 I I 3x6 = 1.5x3 = 1 2 3 4 5 6 7 e 0 o- O _ — 13 0 'o o o e 12 11 10 9 4x5 = 1.5x3 II 3x4= 3x8 = 3x6 = I 12-11-12 12-11-12 Plate Offsets(X,Y)— 12:0-1-8,Edge1,(10:0-1-8,Edgel.f12:Edge,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/TP12007 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. \NV PR Of-en N <NGINEtcR /02 87022PE KcofwAs *,t, G0", {':d N N �+'� 1 ,j, to 9 �4j, OREGON tip 1 - QA 'A 44, AN rr I �'OS, BEHe?, �'©�z��� s6 wa `rSIONALE\46 EXPIRES: 06/30/2019 November 15,2017 I t 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 mit 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 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 III Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN • R52303126 y 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 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-kgfWazLFgUkbVI4uhGxz114MQnk82brGWD156YyJDOR 0-1-8 U I 2-0-0 II0-11-0 I t-2-0 11-3-12 I 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 .. e o I l o ,Le S Idal b. 21 20 19 18 17 16 15 14 4x6 = 4x10 = 3x10 MT2OHS FP = 4x6= 4x6 = 4x10 = 4x6 = 14-10-0 I 13-8-0 114-3-qI I 20-6-4 I 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,Edgel,114:Edge,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 (loc) 1/defl L/d 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 BCLL 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. ���,tiD PR Q,i c5 �Nc NEER 6".i0 �� 87022PE 2�f �w 4 4.cp c° °f y �Aj, OREGON ti� 5 ) ; N dirr or ,"i8ER �� �� S A. H c0 ki v.- ° 'ec 49639,0, i.,.,4, w sStONALE 6 EXPIRES: 06/30/2019 November 15,2017 il 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 1 Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN 0 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 ID:yMF1 htX3B2618XNJwhnfPxyKwny-kgfWazLFgUkbVl4uhGxzl I4KWnIE2fMGWD156YyJDOR I 1 0° I I 1-2-0 I I 2-3-12 I 2-6-0 OM Scale=1:21.4 3x4 I I 3x4 I I 4x4= 1.5x3 I I 3x4 = 1.5x3 II 3x6 = 3x5 = 1 2 3 4 5 6 7 e e 0 c 137 --o e/ o e o e 12 e 11 10 9 4x6 = 1.5x3 II 3x4 = 3x8= 3x10 = I 1-4-8 11-11-8 12-6-8 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,Edgel,110:0-1-8,Edael,113:0-1-8,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 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/TPI2007 Matrix-R i 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 Rigid ceiling directly applied or 10-0-0•n cirin. IPA-,- 6-0-0 oc bracing:11-12. 1'' REACTIONS. (lb/size) 12=557/Mechanical,8=552/0-5-8 �� s Max Horz 12=-9(LC 7) ' �C.NG�NEF9 �p Max Uplift 12=-69(LC 6),8=-70(LC 7) �Gt� 29 Max Gray 12=591(LC 3),8=587(LC 2) 87022PE 1-- FORCES. 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 (II CV WEBS 2-11=-69/363,2-12=-1216/197,6-8=-1230/228,6-9=-294/736,4-9=-389/465, �-O OREGON O �~ 4-10=-951/352 Q 'AC AMBER 11 NOTES- ` 1)Unbalanced floor live loads have been considered for this design. OSA HE�` 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. 010NIO ' WAS11.4.44. % ,iii. (? 'i ,gr ,,p , 49639 wki ) 94, c!ST C' tt"° IONALE November 15,2017 I , WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 III 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 1-2-0 I I 2-5-4 2-6-0 0-H8 Scale=1:22.3 1.5x3 II 1.5x3 I I 4x4= 1.5x3 II 3x4= 1.5x3 II 3x6 = 1.5x3 = 1 2 3 4 5 6 7 o ° ° 0 13 7- e s e v 110. -1 11 10 9 4x5 = 1.5x3 II 3x4= 3x8 = 3x6 = I 13-2-8 I 13-2-8 Plate Offsets(X,Y)— 12:0-1-8,Edael.110:0-1-8,Edgel,I12:Edge,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 0.63 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. (Ib/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. `�c_0 PROFFS �� c�G�NEF9 s/�� 87022PE 9r- oFwNArsO itt , 7 Aj, OREGON ti� 1N N 'A� AMBER ..\ ti). �� ( ' °s A. HSi; ��c s6 w ,..:4-,,,s, Sto foNALE EXPIRES:06/30/2019 November 15,2017 1 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mi'" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality 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 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-DsDun IMtRosS7Sf4FzSCrFdctAEFnAFQIt2efyJDOQ 0-1-8 H I 2-3-12 I 2-6-0 I ,I Scale=1:10.8 1 1.5x3 II 2 3x4 = 3 1.5x3 II III ■ w IIII.7 6 1.1111P1111111111111111111111111111111." III3 ■ MI 5=/ 4 3x6 = 3x4 = I 5-2-4 I 5-2-4 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TOLL 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 BOLL 0.0 Rep Stress Ina YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 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. ROFeo P EF,4 s� Co IAG0 4�� 87022PE 29r 1 wN , 4. C�1 OF C� r • ji*. (7l',., cv -7 �Aj, OREGON t1,q 44/ w/ N • o MBER OS A. HEY` \-‘1?' 4,„496390 1w SSIONALE EXPIRES: 06/30/2019 14. C5 November 15,2017 I I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2016 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,'0). 1411 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. SuiteH9 10 Citrus eights,CA 95610 i Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN R52303130 PL17-417_UPPER F08 FLOOR 3 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 I D:yMF1 htX3B2618XNJwhnfPxyKwny-h3nH?eN VC6_JkcEHphzRNS9mxaYKWa5Z_XnBBQyJDOP I 1-6-0 1-8-15 I 1-2-0 I 1-11-0 2-6-0 11 0-9-4 I I 2-3-0 OHS 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 e oi o.. -—111141111111111111111111111%444r \ 16 Y i p e, e ao- e 15 14 13 ' . 11 3x4 = 3x4= 3x4= 3x6= 3x6 = 3x6= I 9-3-15 9-513 15-1-3 I 9-3-15 OA-4 5-8-0 Plate Offsets(X,Y)-- f13:0-1-8,Edgel,f14:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 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 BCLL 0.0 Rep Stress Incr 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(flet) 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. (Ib)-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. ,,��° PR DFFs ccs �Nr;,i NEER d/,2 '" 87022PE v1' elON1p 0:: 04 W , Cd' w /7y '$, OREGON 4 om 11, cOOMBER 1� Qe ( / S A. HE��PY 4, fi1 1.0 SS!ONALti 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 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 Wek' 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 i Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN R52303131 44 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 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-h3nH?eNVC6_JkcEHphzRNS9mVaVF WYEZ_XnBBQyJDOP 2-3-0 I 1 1-0-6 I 1-2-011 0-6 Scale=1:25.9 1.5x3 II 3x8= 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 0 e® 0 a ea I e e 15 14 13 12 11 3x5 = 3x8= 3x4 = 1.5x3 II 3x8= 3x5 = I 15-3-0 15-3-0 Plate Offsets(X,Y)— 1.6:0-1-8,Edgel,f13:0-1-8,Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (Ioc) 1/deft Ud PLATES GRIP TCLL 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 lncr YES WB 0.34 Horz(TL) 0.03 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 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 OF 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. PRoFe (' Sm F /0'�� ,q29 zoNrp`� 87022PE 1' ,0% vAsli, i�3Y. ', d � .1 tti �-0i,OREGON cy�„I.0 N CLOS ABEHER�P ,�14 4,,,s 9,0 w� • Ov tks,,... L� Os EXPIRES: 06/30/2019 November 15,2017 t 1 NEM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wel(' 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 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:yMF1htX3B2618XNJwhnfPxyKwny-9FLfC_N8zP6AMmpTMOUgwgixw u3F?YCBXIjsyJD0O 1 1-4-15 1 1 1-5-8 ii 1-2-0 II 2-0-4 I 2-6-0 I I 2-6-0 I 0x8 Scale=1:25.0 NO PARTITION WALLS MAY BE LOCATED ON PANELS GREATER THAN 30" 3x4 I I 3x4 II 3x6 = 3x4= 1.5x3 II 3x4 = 3x4 II 3x4= 3x5 = 12 16 3 4 5 6 7 8 o e ® e e a ® 8 -114114444414t 0 O 0000001101111111111111111111.1111111111111111—111111111141111111111111111104444 O® 15" e 7V e ; e 1414 12 11 k 3x6 = 3x6= 1.5x3 II 3x4= 3x8 = 3x10 = 1 1-7-15 I 9-5-3 I 15-1-3 I 1-7-15 7-9-4 5-8-0 Plate Offsets(X,Y)— r1:Edae,0-1-81,r3:0-1-8,Edgel,111:0-1-8,Edgel,F15:0-1-8,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 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/TP12007 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 c( R OF�s REACTIONS. All bearings 0-5-8 except(jt=length)14=Mechanical. \�� !�GI NEF �Q (Ib)- Max Horz 14=9(LC 4) `i • " 2 Max Uplift All uplift 100 lb or less at joint(s)except 14=-416(LC 6),13=-308(LC 7),9=-217(LC 7) (V .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 4 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 03 BOT CHORD 13-14=-557/594,12-13=-459/674,11-12=212/489,10-11=-416/511,9-10=-457/497 77 vA/., OREGON ti� kr WEBS 2-13=-475/459,2-14=-753/707,3-13=-465/157,5-10=712/79,5-11=-156/285, 7-9=-609/592,7-10=893/517 t. :MBER AN NOTES- Or, • HE� P 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. ortONIO oy %=:: G , 4 ie/ .449639 q� ©,�,��CIST ) 4' `rs1ONALV November 15,2017 I a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.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 ANSITrPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 p Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN 41... R52303133 PL17-417_UPPER F11 FLOOR 9 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:yMF1 htX3B2618XNJwhnfPxyKwny-dRv1 QKOmkjEO_w0fw6?vStF7ROEwVmsRrGI FJyJDON I 1-4-4 I I 1-2-0 I I 1-4-12 1-9-0 I Scale=1:11.5 3x4= 11.5x3 II 2 31.5X3 II 4 3x4 = 51.5x3 fl / V 1.5x3 II 3x4 = 9 8 7 6 3x4= 3x4 = I 6-2-0 6-2-0 Plate Offsets(X,Y)— (2:0-1-8,Edge1,17:0-1-8,Edgel 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 Ina- YES WB 0.08 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:30 Ib 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./Mau.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. ��� �� P R 6FFss :5 .,x-• Fro /O �w 87022PE 9r � 04 was . ' , ,. 7' 4>, OREGON I, ,40 �t I~ N M8ER 1� / OS A- HEY‘ 4�c s6 �� SjONALE140 EXPIRES:06/30/2019 November 15,2017 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 MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not ~ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 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 e Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN R52303134 j 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-dRvl QKOmkjEO_wOfw6?vStF2e081_T8sRrGl FJyJDON I 1-4-4 I I 1-2-0 I I 2-3-4 I 2-6-0 I Scale=1:21.9 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 y0 i `I o- e e ° 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,f10:0-1-8,Eddel 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 0.50 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 IBC2012/TP12007 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. (lb/size) 12=469/0-2-12,8=469/Mechanical FORCES. (lb)-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. QED P R OFk- �\co NGI NEF9 s/\2 1 �� 87022PE 9f a`' 10• w Ip 1,4 G , .. 4 A CJ 'i - SAT OREGON ti' / .. On ABEHE��Q, �fi •�F7/9S ,� s'IONAL� G EXPIRES: 06/30/2019 November 15,2017 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. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing NMI(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Symbols Numbering System ® 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 (Drawings not to scale) Damage or Personal Injury r�M Dimensions are in ft-in-sixteenths. 114k 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. 0-1/162. Truss bracing must be designed by an engineer.For .111111131 wide truss spacing,individual lateral braces themselves MillrIEM_ p 4 may require bracing,or alternative Tor I O .. En O bracing should be considered. �� V 3. Nevermaterials exceed the designinadeqloadinguately shownbracedtrusses. and never o stack on INRIllip IL\1p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C6-7 c5. I- designer,erection supervisor,property owner and plates 0- 1/1/ 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 use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. 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 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. ■1= reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. .111111111111► 0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. Mil 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 DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, lie le 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 .i