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Plans (323) /14 c7" 0 d (.(eic( imm lot MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-10 UPPER Fax 916/676-1909 LENNAR 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: R49789009 thru R49789012 My license renewal date for the state of Washington is January 2,2019. 0,voNIO 1.4 k 49639 4, C '.crs � L . 1 February 21,2017 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. MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-10_UPPER Fax 916/676-1909 LENNAR 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: R49789009 thru R49789012 My license renewal date for the state of Oregon is June 30,2017. S' GINS 6 S/0 144 87022PE coAj, OREGON rye <U� AMBER 11 �O OS A. He'i\ 1. I 1r February 21,2017 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 LENNAR f R49789003 PL17-10_MAIN_H F06 Floor 13 1 ' Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:17 2017 Page 1 ID,:i5i 1 haUPLNjchS5MePglTmzjB1 W-81nEiROunNRWaHvmtXGnZzeOz1_fnTaaNZDNS5zivx4 2-6-0 � 10-10-8 I � 1-9-12 0-6-81 Scale=1:28.1 1.5x3 II 3x8= 1.5x3 II 3x10 = 3x4 II 3x8= 1 5x3 II 3x5= 1 2 3 4 5 6 7 8 1 ' 12 .1:4 10 9 3x5 = 3x12 = 3x8 = 3x10= 1 5x3 ll 8-10-8 8-7-8 8-9. 15-11-4 16- 5-12i ' 8-7-8 0-h-h 7-0-12 0-6-8' 0-1-8 Plate Offsets(X.YI-- I8:0-1-8.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 0.25 Vert(LL) -0.04 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.10 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 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 oc bracing. REACTIONS. (lb/size) 8=222/0-6-0,13=312/0-2-8,11=856/0-5-8 Max Gray 8=263(LC 4),13=331(LC 3),11=856(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=907/0,3-4=-907/0,4-5=0/902,5-6=0/910,6-7=-685/20,7-8=-685/20 BOT CHORD 12-13=0/907,11-12=-288/0,10-11=-341/319 WEBS 2-13=-936/0,4-12=0/1027,4-11=-782/0,8-10=-20/706,6-10=0/541,6-11=-955/0 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)13. 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. ,c1/4((.5,,..0 P R°fes (; �GI NEER x/02 ZONIO 87022PE 9� • ��%e �G,� `�YQ 'i .1/07-70,k. CV ir -7 Nom-$, OREGON ti, �N / - N �� AMBER �� �O li'r P 49639 q, `S A. HO; °fid��crs'r ' ' SSIONAL,-- EXPI RES: 06/30/2017 February 21,2017 M+ AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors This design is based only upon parameters shown,and is for an individual building component,not ^ a truss system Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 • f Job Truss Truss Type Qty Ply LENNAR R49789007 FL17-10_MAIN_H F05 Floor 13 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30.17 2017 Page 1 I D:i5i1 haUPLNjchS5MePgITmzjBiW-81nEiROunNRWaHvmtXGnZze0x1_9nTCaNzDNS5zivx4 0-6-8 I. 2-0-0 1-8-8 i i 1-7-4 i 2-3-0 i i2-3-0 i2-3-0 Scale=1:29 4 2x4 I I 3x6= 2x4 II 4x10 = 3x8 = 2x4 I I 3x8= 2x4 I I qq Xx14 2 3 4 5556 7 8 9 o f� , _ _ ` j - _ 3 I � — — --------________14 15 14 13 O� 11 2x4 II 4x10= 4x12 = 4x6= 4x10 = 4x5 = p-6-8 8-9-0 I 17-5-17 b-6-8' 8-2-8 8-8-12 Plate Offsets(X.Y)-- f1:0-1-8.Edael.f9:0-1-8.Edael.f10:Edae.0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.04 11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.08 10-11 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) -0.00 12 n/a n/a BCDL 5.0 Code 1602012/TP12007 Matrix-R Weight:74 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=273/0-6-0,10=301/0-2-8,12=905/0-5-8 Max Gray 1=307(LC 3),10=327(LC 4),12=905(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-756/0,2-3=-756/0,3-4=-355/320,4-5=-355/320,5-6=0/994,6-7=-941/0, 7-8=-941/0 BOT CHORD 13-14=-69/811,12-13=-994/0,11-12=-290/273,10-11=0/839 WEBS 5-12=-503/0,1-14=0/790,3-13=-596/0,8-10=-872/0,6-11=0/791,6-12=-1054/0, 5-13=0/1074 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. Co \AGN F�q deo ��- 87022PE 29V' I 1 wAs ,� �° te 0 a. i co y �4j,'' REGON OREGON , ., i N 'pOn�MeER 1 ; Job Truss Truss Type Qty Ply LENNAR 3 R4978900'3 PL17-10_MAIN_H F04 FLOOR 4 1 • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12.30.16 2017 Page 1 I D:i5i 1 ha U PLNjchS5MePglTmzj Bi W-g5DsU5?G04Jfy7KaJgkY015sHdha25mQ9JTpwfzivx5 0-6-8 1-11-4 2-6-0 0-6-8 Scald=1'11.6 3x5 = 1 3x5 = 21 5x3 II 3 c ti F�1 00 1 5x3 II 3x10 = 1.5x3 II 6 5 4 0-6-8 1 5-4-4 1 5-10-17 ' 0-6-8 4-9-12 0-6-8 ' Plate Offsets(X.YI-- 11:0-1-8.Edae1.13:0-1-8.Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0 01 5 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.24 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:23 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-12 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=206/0-6-0,3=206/0-6-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-446/0,2-3=446/0 WEBS 3-5=0/459,1-5=0/467 NOTES- 1)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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. �Co GP EFq s/o 87022PE ©�o4wNA� • G yN 1cv r 4. �Aj, OREGON ti, �./ i N �� FiLjeER �� �� / , O P 49639 k� S A. Heck ��Gtsz ° S-10NALE', EXPIRES: 06/30/2017 February 21,2017 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111111" 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 Carus Heights CA 95610 ' .ob Truss Truss Type Qty Ply LENNAR R49789005 • PL17-10_MAIN_H F03 FLOOR 1 1 Job Reference Motional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:15 2017 Page 1 ID:i5i1 haUPLNjchS5MePglTmzjBi W-CvfUHI?eFmBoKzI0m7DJUYYhdDJrJfCHwfkGNCzivx6 0-6-8 I 2-5-8 I 2-6-0 Scale=1 11 0 1 1 5x3 H 2 3x8= 3 1.5x3 I I I ' v 1 0 0 c J 3x5 = 5 ' 3x5 = 0-6-8 1 5-9-0 ' 0-6-8 5-2-8 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 0.18 Vert(LL) -0.00 5 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.10 4-5 >599 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:23 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-0 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=224/0-6-0,4=224/0-2-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 4-5=0/489 WEBS 2-4=-504/0,2-5=-505/0 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. 4)CAUTION,Do not erect truss backwards. ��c� ANG N EFR wait_ ZONIO itt �� 87022PE Gai ovwns 4t.4,. y "oj, OREGON tiz �<v 'p �oOMeEFV` ‘ fi ,4',r a �� s wa SA. HE�� fic e �SSIONALE 146 EXPIRES: 06/30/2017 February 21,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 LENNAR , R49789004 i PL17-10_MAIN_H F02 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12.30:15 2017 Page 1 ID i5ilhaUPLNjchSSMePglTmzjBiW-CvfUHI?eFmBoKzIOm7DJUYYhXDKIJcBHwfkGNCzivx6 0-6-8 II 2-6-0 i i2-5-8 i i1-8-12 Scale=1.17 5 1 5x3 II 3x8 = 3x8 = 1 5x3 II 1 3x5 = 2 3 4 5 I T _ _I i di I=I f = 1 /I 9 8 �/ 6 15x3 II 3x10= 3x6 = 3x5 = 0-8-8 1 5-9-4 5-1I-8 10-4-4 1 0-6-8 5-2-12 01-4 4-5-12 Plate Offsets(X.Y)-- f1:0-1-8.Edael.f3:0-3-0.Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.01 8 >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 Incr YES WB 0.32 Horz(TL) -0.00 7 n/a n/a BCDL 5 0 Code IBC2012/TPI2007 Matrix-R Weight:44 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=194/0-6-0,6=149/Mechanical,7=509/0-5-8 Max Gray 1=206(LC 3),6=167(LC 4),7=509(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-445/0,2-3=-445/0 BOT CHORD 6-7=-40/270 WEBS 3-7=-323/0,1-8=0/459,3-8=0/636,4-6=-278/41,4-7=-442/0 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)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���NG"F. S.0 svo 27:r1... ZONIO 87022PE o5 ofwAsp� G' `NVQ j!"Zw. d 7 N0Aj, OREGON cL� <vN �' N °s A. H E-V # ���c s6;; w o SSjONAL P EXPIRES: 06/30/2017 v■ February 21,2017 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,notIp 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 Mirek' 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 a Job Truss Truss Type Qty Ply LENNAR P117-10 MAIN H F01 FLOOR 11 1 R49789003 Job Reference(notional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:14 2017 Page 1 I D:i5i 1 haUPLNjchS5MePgITmzj Bi W-kj563P_OUT3xjpB BC Pi4xKOVfp_ma967h?_irmzivx7 0-6-8 I I . 2-6-0 2-4-4 I I1-9-80-6-8 Scale=1 22 7 1 5x3 H 3x8 = 3x8 = 1 5x3 II 3x6 = 3x5= 1 2 3 4 5 6 L $ it o 0 Old 11 10 PIA 8 7 1.5x3 II 3x10 = 3x6 = 3x10 = 1 5x3 II 0-6-8 1 5-9-4 17-11-43-5-171 0-6-8 5-2-12 7-2-0 0-6-8 Plate Offsets(X.Yt-- 11:0-1-8.Edael.13:0-3-0.Edael.f6:0-1-8.Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.02 8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.04 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:55 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=159/0-6-0,6=263/0-6-0,9=658/0-5-8 Max Gray 1=195(LC 3),6=272(LC 4),9=658(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-398/84,2-3=-398/84,3-4=0/453,4-5=-721/0,5-6=-721/0 BOT CHORD 9-10=-453/0,8-9=-13/390 WEBS 3-9=-360/0,1-10=-86/410,3-10=0/724,6-8=0/742,4-8=0/386,4-9=-813/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. �C3 .A G N E. -•,,, `r�o 4-C 87022PE 29� ¢���� 'ONIO , 0% v y 0Al OREGON (yam �N w/ N 'AO c`MBER '�N �� r OS A. HE��P 44, °A�4„_49639,0 w SjoNALS EXPIRES: 06/30/2017 February 21,2017 4111.111111WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev,10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors This design is based only upon parameters shown,and is for an individual building component,not a truss system Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Suite 109 Citrus Heights CA 95610 MEM lot MiTek� MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-10 MAIN H Fax 916/676-1909 LENNAR 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: R49789003 thru R49789008 My license renewal date for the state of Washington is January 2,2019. oZ0'NIO Att e'S rr, P"?p.71"0 N /:‘,„ Yet i Egc� ONALV • February 21,2017 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. our MiTek° y 3ADivt oN MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-10 MAIN H Fax 916/676-1909 LENNAR 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: R49789003 thru R49789008 My license renewal date for the state of Oregon is June 30,2017. _to pROFk-6, 87022PE N cv <CNA� OREGON ti� C �MaER 1' \O 0`S A. HEY' - - 4* 117 • February 21,2017 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. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/q' Center plate on joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury ( Dimensions are in ft-in-sixteenths. 1...R., , Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g.or X-bracing,fully embed teeth. diagonal TOP CHORDS g,is always required. See BCSI. �� c1-2 c2-3 2. Truss bracing must be designed by an engineer.For 0' 16 4 wide truss spacing,individual lateral braces themselves 1 p WEBS oar may require bracing,or alternative Tor I y p bracing should be considered. T5 '� ��1 p CJ n6 = 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. H p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7 s cs-� cs s designer,erection supervisor,property owner and plates 0- 111/'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,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 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING g 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 16.Do not cut or atter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint 1'iR> I number where bearings occur. 17.Install and load vertically unless indicated otherwise. bx� ` Min size shown is for crushing only. lie 18.Use of green or treated lumber may pose unacceptable ® environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. snot sufficient. BCSI: Building Component Safety Information, III iTe ks 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 Job Truss Truss Type Qty Ply LENNAR R49789009 PL17-10_UPPER F01 Floor 25 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:21 2017 Page 1 I D::eUU DCVKJe_2SIc68h_J N E MzSIIz-8ympFvk4ghdGXJ3mGW52CJoiteKOjI P9laBabszivx0 1 1-0-0 1 1p--e11 1-2-0 1_Al2 -t 0-'h8 Scale=1:37.7 4x4 = 3x4 II 5x6= 4x5 = 4x4 = 3x5 = 3x5= 4x4 = 4x4= 3x6 FP= 4x5 = 5x6 = 1 2 3 4 5 6 7 8 9 10 11 12+\ 2 13 14 15 16 17 18 19 20 21 22 J(�\\ --3 � • . - - - - I - - ^333 w 1I O leill 110.1 37 36 35 34 33 32 31 30 29 28 27 26 25 24 6x6 = 6x8 = 3x6 FP= 5x6 I I 5x6 I I 5x6 I I 3x6 II 3x6 I I 5x6 I I 6x6= 6x8 = 6x6= 6x6 = 3x6 FP= 22-3-12 22-3-12 Plate Offsets(X.Y)-- 11:Edoe.0-1-81.113:0-1-8.Edael.114:0-1-8,0-0-01.123:0-1-8.Edael.(38:0-1-8,0-0-81 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 0.19 Vert(LL) -0.23 30-31 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(TL) -0.36 30-31 >728 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.03 24 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:145 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 37=807/0-5-8,24=807/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1378/0,3-4=-1378/0,4-5=-2421/0,5-6=-2421/0,6-7=-3180/0,7-8=-3180/0, 8-9=-3647/0,9-10=-3647/0,10-11=-3848/0,11-12=-3848/0,12-13=-3687/0, 13-14=-3687/0,14-15=-3687/0,15-16=-3147/0,16-17=-3147/0,17-19=-2399/0, 19-20=-2399/0,20-21=-1343/0,21-22=-1343/0 BOT CHORD 36-37=0/750,35-36=0/1939,33-35=0/2842,32-33=0/3457,31-32=0/3792,30-31=0/3799, 29-30=0/3687,28-29=0/3468,26-28=0/2813,25-26=0/1910,24-25=0/754 WEBS 2-37=-1071/0,2-36=0/923,4-36=-826/0,4-35=0/709,6-35=-619/0,6-33=0/496, 8-33=-407/0,8-32=0/280,12-30=-361/134,22-24=-1043/0,22-25=0/870,20-25=-834/0, 20-26=0/719,17-26=-609/0,17-28=0/491,15-28=-513/0,15-29=0/523 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. ���(Gp P R Opp, �G. ANG I N EF4' /02 �ytONIO Q 87022PE 9r os ofwAs�`tq,t+ v °'' N 4ticP N jle y -0i, OREGON ti� ,i1./ " �/ '2 '4,/ ,-../ On � � 1$ 4, sb � A s` A. HE��P ,,s, ,40 pNALE EXPIRES: 06/30/2017 February 21,2017 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors This design is based only upon parameters shown,and is for an individual building component,not 1111" a truss system Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N Lee Street,Suite 3t2,Alexandria,VA 22314 Suite 109 Citrus Heights.CA 95610 • Job Truss Truss Type Qty Ply LENNAR 3 R49789010 PL17-10_UPPER F03 Floor 17 1 Job Reference Motional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:22 2017 Page 1 ID eUUDCVKJe_2SIc68h_JNEMzSIIz-c8KBTFlib?169TeygEcHIWLsr2enSmFJXEw871zivx? 0-1-8 H 1 1-0-0 10-11-12 1 1 1-2-0 110-11-12 Scale=1.34.3 4x4 = 5x5 = 4x5= 4x4 = 4x4 = 4x4 = 4x4 = 4x4 = 3x6 FP= 4x5= 5x5 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 L , \z--- E/I- .-1\ / I.\L /AIL\ _ /Allik\r/Iln\ _ _ - MI 33 32 31 30 29 28 27 26 25 24 23 4x6 = 5x8 = 3x6 FP= 4x5 = 4x5 = 4x5= 4x5 = 4x6= 5x8 = 4x5 = 4x6 = 70-9-0 r 20-9-0 Plate Offsets(X.Yt-- 18:0-1-8.Edael.19:0-1-8.Edael.121:0-1-8.Edael.122:Edae.0-1-81.128:0-1-8.0-0-01.129:0-1-8.Edael.135:0-1-8.0-1-01 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1 00 TC 0.24 Vert(LL) -0.22 27 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(TL) -0.34 27-28 >719 360 BOLL 0.0 Rep Stress Ina YES WB 0.43 Horz(TL) 0.06 22 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:110 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0• `` fcm.. ,-,_ REACTIONS. (lb/size) 34=750/0-5-8,22=754/0-2-12 �Cj'`� NGINEk-��0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �/44 -Y1.... TOP CHORD 2-3=-122110,3-4=-1221/0,4-5=-2126/0,5-6=-2126/0,6-7=-2738/0,7-8=-2738/0, 87022PE r 8-9=-305810,9-10=-3215/0,10-11=-3215/0,11-12=-3105/0,12-13=-3105/0, 13-14=-2741/0,14-15=-2741/0,15-17=-2102/0,17-18=-2102/0,18-19=-1191/0, 19-20=-1191/0 BOT CHORD 33-34=0/665,32-33=0/1707,30-32=0/2472,29-30=0/3058,28-29=0/3058,27-28=0/3058, (12 N 26-27=0/3185,25-26=0/2955,24-25=0/2454,23-24=0/1679,22-23=0/631 N WEBS 2-34=-97310,2-33=0/842,4-33=-735/0,4-32=0/635,6-32=-524/0,6-30=0/403, 7 '�j, OREGON ��Off(/ 8-30=-609/0,20-22=-956/0,20-23=0/848,18-23=-739/0,18-24=0/640,15-24=-533/0, �0 ‘4 S �1 15-25=0/435,13-25=-324/0,9-27=-144/404 OS ER �Q. NOTES- A. HE� 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. EXPIRES: 06/30/2017 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)22. 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. orcONIO p a5 0V wAs 4. ,ic?r �a �, 49639 i .b�, GISTf R1 ° ONALti G. February 21,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek&connectors This design is based only upon parameters shown,and is for an individual building component,not il" 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 Heiohts CA 95610 • Job Truss Truss Type Qty Ply LENNAR r R49789011 ' I PL17-10_UPPER F04 FLOOR 6 1 Job Reference(ootionall Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30.23 2017 Page 1 ID:eUUDCVKJe_2SIc68h_JNEMzSIIz-4KuZgbmKLItzndD8Ox7WIktzBRzcBD1 Smughfizivx_ 1-4-0 1-4-0 1-2-0 1-1-8 2-6-0 0}1 18 Scale=1.22.3 1 5x3 II 1 5x3 H 4x6= 1 5x3 II 1.5x3 I I 3x4= 1 5x3 I I 3x6 = 1 5x3 = 1 2 3 4 5 6 7 8 rAhk\h. -.7 _ -. _ 14 v I 1 12 11 10 a 3x4= 4x5 = 3x4 = 3x8 = 3x6 = 13-2-8 13-2-8 Plate Offsets(X.YI-- 111:0-1-8.Edael.112:0-1-8.Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.12 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(TL) -0.19 10-11 >842 360 BCLL 0.0 Rep Stress Ina YES WB 0.40 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:62 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=568/0-5-8,13=573/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1189/0,3-4=-1189/0,4-5=-1189/0,5-6=-1528/0,6-7=-1528/0 BOT CHORD 12-13=0/600,11-12=0/1189,10-11=0/1495,9-10=0/1025 WEBS 3-12=-383/0,2-13=-793/0,2-12=0/780,7-9=-1124/0,7-10=0/556,5-11=-477/0 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)13. 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. cc• 610 zi.,7 ee6) 2'9 TONIO 14, 87022PE r 0%o4wAsittiv, CI Atli. °. �, (!1 F�►� y SAT OREGON ti0 4N WY . N 'A�, AMBER �,� �p �'� a Or, A. B 3/ , ���4s6zifi ' w SSIONALV'46. EXPIRES:06/30/2017 February 21,2017 ,.� AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors This design is based only upon parameters shown,and is for an individual building component,not a truss system Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply LENNAR I13. R49789012 I r PL17-10_UPPER F05 Floor 6 1 i Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 NliTek Industnes,Inc. Tue Feb 21 12:30:23 2017 Page 1 I D:eUU DC VKJe_2SIc68h_JNEMzSI Iz-4KuZgbmKLltzndD8Ox7 WI kt3 WR3rBJ FSmughflzivx_ 1-4-0 1-2-0 0-10-0 Scale=1.10.8 1 1 5x3 II 2 3x4 = 3 1 5x3 II 4 3x4 = 5 1 5x3 H 0 0 Y _---- A/4N _ _ _\_ 71 X 11 1.5x3 II 9 \ / 8 7 6 /x\ 3x4 = 3x4 = 3x4 = 2-11-0 1 3-6-0 1 4-1-0 1 5-9-0 2-11-0 0-7-0 0-7-0 1-1-0 Plate Offsets(X.Y1-- f4:0-1-8.Edael.f8:0-1-8.Edael LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.01 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.02 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:26 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=185/Mechanical,9=185/0-2-8 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. WEBS 4-6=-269/0 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 eco s° \AGII N EFiq`/ c . 87022PE r �yTONIp 0� Ofd G tic) . e tg y -oj, OREGON ti9 )7 �On�MBER �\ �4 I / S A. HE�� Ofi�4'Fc s6 � w SSIONALE��'. EXPIRES: 06/30/2017 February 21,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component, 1/ "1111 a truss system Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandria,VA 22314 Suite 109 Citrus Heinhts CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 TOP CHORDS 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. 0'1/16 C1-2 C2-3 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves pWEBS cab may require bracing,or alternative Tor I ? O �y, 0 bracing should be considered. U ab = 3. Never exceed the design loading shown and never a U stack materials on inadequately braced trusses. 0 I— 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7 s cs-7 cs� designer,erection supervisor,property owner and plates 0- 111/' 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 *Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. ft8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that , 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 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. '( ; >° i reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. r ` Min size shown is for crushing only.If NMI 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Revie isnotwsufficient.all portions)before of use.Reviewing this design(front,backpictures,wordsalone Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. andpictures BCSI: Building Component Safety Information, F\dIiTek® 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 6p