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Plans (148) MST2019-00122 ( 10421 SW AKILEAN TER MST2019-00126 110405 SW AKILEAN TER ® MST2019-0012710401 MST2019 00123 10417 SW AKILEAN TER I SW AKILEAN TER MST2019-00124 110413 SW AKILEAN TER MST2019-00128 110397 SW AKILEAN TER MST2019-00125 110409 SW AKILEAN TER 11 MST2019-00129 110393 SW AKILEAN TER MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B1703797 Lennar The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton, OR. Pages or sheets covered by this seal: K5898727 thru K5898733 My license renewal date for the state of Oregon is December 31,2019. PROPe ��`� �NGINEFR /029 89200PE r OREGONNCC 4 � '0 -9 y 14 MFRRII.\- 40111NV,•- . • ,� • March 27,2019 Baxter,David 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. t Job Truss Truss Type Qty Ply Lennar r K5898727 B1703797 FT01 Floor 21 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Jan 19 2019 MiTek Industries,Inc.Wed Mar 27 13:22:39 2019 Page 1 I D:Aii5JId9gSQtYNOXhANYmdyGznl-wcBxlTLx7D 17exC 13y8AYTeRkG5e4Ivwkp_73xzWhpk I 2-6-0 I I 2-0-0 I I 1-8-0 I Scale=1:24.9 2x4 II 3x6= 3x6= 2x4 II 2x4 I I 1 2 3 4 54x4= 6 4x6 = 7 8 m 1.,, i ,I 3- I e ,- 1 14 13 12 11 10 9 3x6= 3x4= 2x4 II 3x4= 2x4 II 4x4 = 3x6 = I 8-0-0 I 9-0-0I 10-0-0 I 14-8-0 8-0-0 1-0-0 1-0-0 4-8-0 Plate Offsets(X,Y)-- [4:0-1-8,Edge],[5:0-1-8,Edge],[6:0-1-8,Edge],[10:0-1-8,Edge],[11:0-1-8,0-0-0],[12:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.23 12-13 >765 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) -0.38 12-13 >450 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:69 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=812/0-2-0,15=793/0-2-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1456/0,3-4=-2213/0,4-5=-2213/0,5-6=-1416/0 BOT CHORD 14-15=0/1456,13-14=0/2273,12-13=0/2273,11-12=0/2213,10-11=0/2213,9-10=0/1416 WEBS 2-15=-1602/0,2-14=0/389,3-14=-900/0,3-12=-257/324,6-9=-1559/0,6-10=0/503,5-10=-1051/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,15. 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard S(oO 74GLNQ4\89200PE < I.12_ 4,OREGON�Ix �4 /6ry 14, 2-�Q" FRRIL-- EXPIRES: 12-31-2019 March 27,2019 I I 111111.11111 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 f k. Job Truss Truss Type Qty Ply Lennar ' K5898728 81703797 FT02 Floor 16 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Jan 19 2019 MiTek Industries,Inc.Wed Mar 27 13:22:40 2019 Page 1 ID:Aii5JId9gSQtYN OXhANYmdyGznl-OplJypMZtX9_G5nDcgfP5gBhYgWOpkv4zTjhbNzWhpj 2-6-0 I I 2-4-8 I I 2-0.0 I I 0-11-4 Scale=1:19.3 2x4 II 3x6 = 2x4 II 2x4 II 1 2 3 354= 4 5 5x6= 6 7 i 00 0 \ellI o 0 Ib 1.: 12 31 10 83x6 II 4 2x4 I I 3x8 = 3x6 3x6= 4x8 II 7-10-8 I 8-10-8 I 9-10-8 11-2-4 7-10-8 1-0-0 1-0-0 1-3-12 Plate Offsets(X,Y)— [2:0-2-8,Edge],[3:0-1-8,Edge],[4:0-1-8,Edge1,[5:0-1-8,Edge],[8:0-3-0,Edge],[9:0-3-0,0-0-0],[11:0-3-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.11 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(CT) -0.19 10-11 >705 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 8 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:60 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=618/0-3-8,13=605/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1447/0,3-4=-936/0,4-5=-936/0 BOT CHORD 12-13=0/1052,11-12=0/1052,10-11=0/1444,9-10=0/936,8-9=0/936 WEBS 5-9=0/654,2-13=-1158/0,2-11=0/434,3-10=-578/0,5-8=-1339/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard <<'oD PROFE„ �� 401NE<c9 /0 89200PE 9 2. 4,OREGON �4, /O -9' 14, 20 0.P4 MRRILY- EXPIRES: 12-31-2019 March 27,2019 41 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication story 'on and bracina of trusses and trims CVetnnta eve ANSIITPII Orse//y rrifsrin(cm ae and serer radannn rnnwnnyr.t a e n rmat on avada le from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 It Job Truss Truss Type Qty Ply Lennar i K5898729 81703797 FT03 Floor 52 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Jan 19 2019 MiTek Industries,Inc.Wed Mar 27 13:22:40 2019 Page 1 I D:Ai i5J Id9gS QtYN OXhANYm dyGzn I-O plJypMZtX9_G5nD cgfP5g BcU gRsp184zTj hbNzWhpj 2-6-0 I 2-0-0 1-8-0 Scale=1:24.9 2x4 II 3x6= 3x6= 2x4 II 2x4 II 1 2 3 4 54x4= 6 4x6 = 7 8 i ' I mo II a° I [ \ 0 ® ® e e 17;cx8= 14 13 12 11 10 9 3x4= 2x4 H 3x4= 2x4 II 4x4= 3x6= I 8-0-0 I 9-0-0I 10-0-0 I 14-8-0 8-0-0 1-0-0 1-0-0 4-8-0 Plate Offsets(X,Y)-- f2:0-2-8,Edge],(4:0-1-8,Edge],[5:0-1-8,Edge1,16:0-1-8,Edge],[9:0-2-8,Edge],[10:0-1-8,Edge1,[11:0-1-8,0-0-01,[12:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.23 12-13 >765 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) -0.38 12-13 >450 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-RH Weight:69 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=812/0-2-0,15=793/0-2-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1456/0,3-4=-2213/0,4-5=-2213/0,5-6=-1416/0 BOT CHORD 14-15=0/1456,13-14=0/2273,12-13=0/2273,11-12=0/2213,10-11=0/2213,9-10=0/1416 WEBS 2-15=-1602/0,2-14=0/389,3-14=-900/0,3-12=-257/324,6-9=-1559/0,6-10=0/503,5-10=-1051/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,15. 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard 4s,.<<,°5) PROFpc, kf oNG'NEF'p /O;i9 89200PE r 17, ' OREGON�1, <Gi �O 414 2� MFYRRILA- EXPIRES: 12-31-2019 March 27,2019 4 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lA Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 f Job Truss Truss Type Qty Ply Lennar K5898730 B1703797 FT04 Floor 57 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Jan 19 2019 MiTek Industries,Inc.Wed Mar 27 13:22:40 2019 Page 1 I D:Ai i5J Id9q SQtYN OXhANYmdyGzn I-OplJ ypMZtX9_G5n DcgfP 5gBh Rg W Upk84zTj hb NzW h pj I 2-6-0 I I 2-0-0 I I 0-9-4 I Scale=1:19.2 2x4 II 3x6 = 2x4 II 2x4 I I 1 2 3 3x4 = 4 5 6x6 = 6 7 i ,, . I: ` lol I .� Ik1II ]b 1 0 12 11 10 93x6 II �/ 2x4 II 3x8 = 4x6 II 3x6 = 5x8 I I I 8-0-0 9-0-0 10-0-0 I 11-1-12 8-0-0 1-0-0 1-0-0 1-1-12 Plate Offsets(X,Y)-- [2:0-2-8,Edge],[3:0-1-8,Edge],[4:0-1-8,Edge],[5:0-1-8,Edge],[8:0-3-0,Edge],[9:0-3-0,Edge],[10:0-3-0,Edge],[11:0-3-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.11 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.19 10-11 >679 360 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.01 8 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:60 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=615/0-3-8,13=603/0-2-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1441/0,3-4=-892/0,4-5=-892/0 BOT CHORD 12-13=0/1046,11-12=0/1046,10-11=0/1439,9-10=0/892,8-9=0/892 WEBS 5-9=0/750,2-13=-1152/0,2-11=0/435,3-10=-611/0,5-8=-1395/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard ���`�� PROFFss 89200PE OREGON �� G i -9y f 20N. -� O 4 P MERRIL�- 0 EXPIRES: 12-31-2019 March 27,2019 I I A 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 ��p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milia kw is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the aalQvTprr p„aaQ,rdradl nQR QQ a,.d Reel R„rrd;,,g r..mlp 460.10”a^,Ge Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 if Job Truss Truss Type Qty Ply Lennar a K5898731 81703797 FT05 Floor 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Jan 19 2019 MiTek Industries,Inc.Wed Mar 27 13:22:41 2019 Page 1 I D:Aii5JId9gSQtYNOXhANYmdyGznl-s?JhA9NBerHruFM PANAedukgV45LYEPDB7TE7gzWhpi I 2-6-0 1 1 2-5-2 I I 2-0-0 I I t-7-2 I Scale=1:17.4 3x6= 2x4 II 2x4 II 12x4 II 2 3 4 4x4= 5 6 li'''''''''''''''''''' ...,,,..,,,,.: 0 I i e 2x4 I I 11.0j 1 10 9 8 7%/ 2x4 I I 3x4= \ 3x4= 4x4= I 5-3-10 I 6-3-10 I 7-3-10 934 I 5-3-10 1-0-0 1-0-0 1-11-10 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge],[7:0-1-12,Edge],18:0-1-8,Edge[,[9:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.13 9-10 >811 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT) -0.22 9-10 >481 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:43 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=515/0-3-14,11=496/0-3-14 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-778/0,3-4=-778/0 BOT CHORD 10-11=0/863,9-10=0/863,8-9=0/778,7-8=0/778 WEBS 2-11=-950/0,4-7=-951/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Af�ED PROFFss K' 89200PE 1.- -< <i . -yam , OREGON 1„ to /O M Y 14 so\ v., RRIU- EXPIRES: 12-31-2019 March 27,2019 • I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. iiit 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 r I. Job Truss Truss Type Qty Ply Lennar K5898732 B1703797 FT06 Floor 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Jan 19 2019 MiTek Industries,Inc.Wed Mar 27 13:22:41 2019 Page 1 I D:Aii5JId9gSQtYNOXhANYmdyGznl-s?JhA9NBerHruFMPANAedukpr4rnYDC DB7TE7gzWhpi I 2-6-0 I I 2-2-0 I I 1-10-0 Scale=1:18.3 2x4 II 3x6= 2x4 II 2x4 I I 1 2 3 4 4x4 5 6 Iv 2-2-0 O Y 1 . 10e 9ee 8e `XxJ 2x4 I I 3x4= 2x4 H \ 3x6= 4x4 = I 5-48 I 6-6-8 7-6-8 I 9-9-0 5-4-8 1-2-0 1-0-0 2-2-8 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edgej,[7:0-1-12,Edge],[8:0-1-8,0-0-0],[9:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.16 9-10 >727 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.26 9-10 >437 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:45 lb FT=10%F,10%E t LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=541/0-4-0,11=522/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-885/0,3-4=-885/0 BOT CHORD 10-11=0/923,9-10=0/923,8-9=0/885,7-8=0/885 WEBS 2-11=-1016/0,4-7=-1040/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard . fc• PR DFFss :1001.4":;: %NG�NEF9 /�2 :9200P L ,,OREGON � t� /O k 14 SQ"‘Ix�P+- FRR ILN- EXPIRES: 12-31-2019 March 27,2019 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®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 Misses and truce cyste os see ANSI/TPI1 Dually Criferie4DSR-89 and RCM Rrdlding rnpnnern 255Dye,9 Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 x Job Truss Truss Type Qty Ply Lennar J K5898733 B1703797 FT07 Floor 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Jan 19 2019 MiTek Industries,Inc.Wed Mar 27 13:22:41 2019 Page 1 I D:Ai i 5J I d 9 g S Q tY N OXhANYm dy Gzn I-s?J hA9 N B e rH ru F M PA NAe d u kn34 nwY8 u D B 7T E 7 qz W hp i I 2-6-0 2-0-8 I 1-8-8 Scale=1:25.1 2x4 I I 3x6 = 3x6= 2x4 II 2x4 II 5x8= 2x4 i I 1 2 3 4 5 6 7 ° I 0 1` 14 13 12 11 10 11 3x8= 3x4= 2x4 II 3x4= 5x6= 2x4 II 3x6= 8-0-0 9-0-8I 10-0-8 I 14-9-0 8-0-0 1-0-8 1-0-0 4-8-8 Plate Offsets(X,Y)-- r2:0-2-8,Edge],f4:0-1-8,Edge],(5:0-1-8,0-0-0],19:0-2-8,Edge],[11:0-1-8,Edge],f12:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.23 12-13 >748 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.39 12-13 >441 360 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:69 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:11-12. REACTIONS. (lb/size) 9=816/0-4-0,15=797/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1466/0,3-4=-2242/0,4-5=-2242/0,5-6=-2242/0 BOT CHORD 14-15=0/1466,13-14=0/2293,12-13=0/2293,11-12=0/2242,10-11=0/1426,9-10=0/1426 WEBS 5-11=-342/0,2-15=-1613/0,2-14=0/394,3-14=-911/0,3-12=-252/335,6-9=-1570/0,6-11=0/1066 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard < c.O PROF fie`. 4Nc'iNEF9 /O49 8 200PE 1.' • 7 ft_OREGON \I, At/Cr HOMY14 ?5 ERR ILV. EXPIRES: 12-31-2019 March 27,2019 4 I -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13/4' Center plate on joint unless x,y dimensions shown in ft-in-sixteenths Failure to Follow CouldCause Property offsets are indicated. I 6-4-8 I (Drawings not to scale) Damage or Personal Injury !HEMDimensions are in ft-in-sixteenths. � � Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS ,� 2. Truss bracing must be designed by an engineer.For 0'1/16 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 111111#21dke pbracing should be considered. O �■_� Oi d 3. acexceed the designnaeloading shown and never a U stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building c7-8 csa C5-6 F— designer,erection supervisor,property owner and For 4 x 2 orientation,locate 9 P P P Y BOTTOM CHORDS all other interested parties. plates 0- 1/16"from outside 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 ANSVTPI 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 specified. i Tr P � Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 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. ill.1.10 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MIMI. 0 18.Use of green or treated lumber may pose unacceptable r•= environmental,health or performance risks.Consult with Industry Standards: ANSIlTPI1: National Design Specification for Metal project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. a BCSI: Building Component Safety Information, Il'le I(MI 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSITTPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 n