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Plans (146) INNIIIIIN MST2019-00122 110421 SW AKILEAN TER RECEIVED ® MST2019-00123 10417 SW AKILEAN TER MST2019-00124 110413 SW AKILEAN TER APR 1 1 2019 MST2019-00125 10409 SW AKILEAN TER CITY OF TIGARD MiTek ' MST2019-00126 10405 SW AKILEAN TER BUILDING DIVISION MST2019-00127 110401 SW AKILEAN TER MST2019-00128 110397 SW AKILEAN TER MiTek USA, Inc. MST2019-00129 10393 SW AKILEAN TER 250 Klug Circle - -- — — Corona, CA 92880 951-245-9525 Re: B1703798 Lennar ()MCP COPY 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: K5898734 thru K5898747 My license renewal date for the state of Oregon is December 31,2019. PROFFs N4:00 cc' 89200PE ,A OREGON '4, <0 k 14, ZO�P4 FRR 11.1- f 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. c Job Truss Truss Type Qty Ply Lennar K5898734 B1703798 FT01 Floor 14 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:45 2019 Page 1 I D:Aii5JId9gSQtYNOXhANYmdyGznl-gpb?S7?vzKM2hr54Fh?ghOQj_gX?Y6E?pcxbUJzWjJG 2-6-01 1 5 8 I Scale=1:24.4 2x4 II 4x8 = 3x6 = 2x4 II 406 = 2x4 II 1 2 3 4 5 64x6 = 78 i -eil00 411111111111111111111111111111114414111111% ' l `oma ° 1 12 11 10 9 4x8 = 3x6 = 3x6 = 4x6 = 4x6 = 14-8-8 I I 14-8-8 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[3:0-2-12,Edge],[5:0-2-8,Edge],[6:0-1-8,Edge],[9:Edge,a1-8],[10:0-1-8,Edge],[12:0-2-12,Edge],[13:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.10 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(CT) -0.21 11-12 >820 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.04 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, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=814/0-2-0,13=795/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1478/0,3-4=-2420/0,4-5=-2420/0,5-6=-975/0 BOT CHORD 12-13=0/1478,11-12=0/2210,10-11=0/1973,9-10=0/975 WEBS 2-13=-1627/0,2-12=0/387,3-12=-810/0,4-11=-257/0,5-11=0/494,5-10=-1104/0,6-10=0/512,6-9=-1226/0 NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 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. %V PROFFs �'`�� ��GttNEF9 sjO217_,.. 89200PE G ,,OREGON 'lb 4Y 14 2.0 MERRILY-0P EXPIRES: 12-31-2019 March 27,2019 II mom AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. I 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 f Job Truss Truss Type Qty Ply Lennar K5898735 B1703798 FT02 Floor 14 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:45 2019 Page 1 I D:Ai i 5J Id9gS QtYN OXhANYm dyGzn I-gpb?S 7?vzKM2 h r54Fh?qh 0 Qj_gZuY8f?pcxb U Jz WjJ G 2-6-0 0-6-12 Scale=1:18.5 2x4 II 4x6 = 3x4 = 2x4 II 2x4 II 1 2 3 4 54x6 = 6 7 _ —/ 0 i e _. .. e° 1 103x4 = 9 3x6 = 3x6 = 3x6 = 11-2-4 11-2-4 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[5:0-2-8,Edge],[10:0-1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(CT) -0.13 9-10 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.23 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:54 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, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=620/0-5-8,11=601/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1059/0,3-4=-1167/0,4-5=-1167/0 BOT CHORD 10-11=0/1059,9-10=0/1384,8-9=0/1026 WEBS 2-11=-1166/0,3-10=-359/0,5-8=-1134/0,5-9=0/306 NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 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. ���EO PR OF „ �c?`g �NGWEF9 /�2 89200PE 4.410. -. ----,- 0 tZ- „_OREGON Ix •-•..Jo 0-i6-7,13, Y 14 20 v,”" MFRRIO- EXPIRES: 12-31-2019 March 27,2019 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . 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 NliTek' is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication storaae delivery.erection and bracing of trusses and truss systems see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI BuIldino Component 250 Klgg,Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 I Job Truss Truss Type Qty Ply Lennar K5898736 B1703798 FT03 Floor 25 1 - Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:46 2019 Page 1 I D:Aii5J Id9gSQtYNOXhANYmdyGznI-8O8NgT?XkdUvJ?gGpO W3Eczux4xdHev82Fg801zWjJ F 2-6-0I 0-11-12 1-5-12 I2x4 I Scale=1:10.9 1 2 2x4 II 3 3x4 = 4 3x4 = 5 6 i e ®a o h IL ....__ i i i , .: . 3x4 = 4111* 9 7 3x4 = 3x4 = 3-9-8 5-7-0 3-9-8 I 1-9-8 Plate Offsets(X,Y)- [4:0-1-8,Edge],[8:0-1-8,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 0.24 Vert(LL) 0.00 8 **** 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(CT) -0.02 8-9 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-P Weight:28 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 5-7-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=195/Mechanical,7=58/Mechanical,8=357/0-5-8 Max Uplift 7=-22(LC 3) Max Gray 9=195(LC 1),7=76(LC 4),8=357(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-8=-273/0 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)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)7. 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. tp P R QFp �<�% GssN � / , 15 -F.... 92�� /I • % .I,OREGON / /O l9Y14, e � P MRRIO- EXPIRES: 12-31-2019 March 27,2019 I • mlm 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,not Nit 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 Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply Lennar a K5898737 81703798 FT04 Floor Girder 12 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:46 2019 Page 1 I D:Aii5JId9gSQtYNOXhANYmdyGznl-808NgT?XkdUvJ?gGpO W3Eczty4unHZ782Fg801zVCIF 2-6-0 I P-0-12 Scale=1:18.4 2x4 II 4x6 = 4x4 = 2x4 II 4x12 = 2x4 II 1 2 3 4 5 Special 6 7 � I o ‘ 9 V e e o I o e e 1c 113x4 = 10 9 8 4x6 = 2x4 II 3x6 = 4x8 = 11-1-12 11-1-12 Plate Offsets(X,Y)— [2:0-1-8,Edge],[3:0-1-12,Edge],[5:0-5-0,Edge],[8:Edge,0-1-8],[11:0-1-8,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 0.30 Vert(LL) -0.05 10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.32 Vert(CT) -0.09 10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:55 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, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=867/0-1-12,12=678/0-2-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1220/0,3-4=-1748/0,4-5=-1748/0 BOT CHORD 11-12=0/1220,10-11=0/1708,9-10=0/1583,8-9=0/1583 WEBS 2-12=-1344/0,2-11=0/260,3-11=-539/0,5-8=-1742/0 NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,12. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)327 lb down at 8-6-3 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �cco PROF Uniform Loads(pIf) ,C( GGs s Vert:8-12=-10,1-6=-100,6-7=-100 y 0.4e / Concentrated Loads(Ib) o L Vert:5=-327(B) �/ 9 89200PE r• ' t 'JF r'~ . y 4,OREGON�Ix ki <0 �Y14, - P MFR RIO- EXPIRES: IO- EXPIRES: 12-31-2019 March 27,2019 I t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. .=,.= Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mil 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 Lairicatio,N ata•a=,d^IWary.arocticn sod br^crg OSP"'se,'soil twice^ysk"s ee .4.11,17,14.,-.4y',toga,DW.-° ard13,-S'BWrdlre Ce"onw•t 4is Wog Grant Safetylnformaat600n available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Lennar K5898738 B1703798 FT05 Floor 6 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:47 2019 Page 1 p ID:Aii5JId9gSQtYNOXhANYmdyGznlcCiltoO9Vxcmx9FSM61ImpV3RUGrO3KIHvQiYCzVjJE 2-6-0 I-2-15 Scale=1:15.4 5x10 = 2x4 II 1 2x4 II 2 3 4 3x6 = 5 6 0 rr f e e e 1 5x6 0 9 8 7 3x4 = 3x4 = 3x4 = 8-4-7 8-4-7 Plate Offsets(X,Y)— [4:0-1-8,Edge],[7:0-1-12,Edge],[8:0-1-8,Edge],[9:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft 1/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(CT) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-P Weight:42 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, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=466/Mechanical,10=446/0-2-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-717/0,3-4=-718/0 BOT CHORD 9-10=0/717,8-9=0/721,7-8=0/718 WEBS 2-10=-790/0,4-7=-790/0 NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 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. 'f.,(�? 0 PROF,c• -NGNEF9 X029 89200PE L4i OREGON Mr14, '2.0 ERRI EXPIRES: 12-31-2019 March 27,2019 A WARNING-Verify 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 Mi rek®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 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 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 1 Job Truss Truss Type Qty Ply Lennar a K5898739 B1703798 FT06 FLOOR GIRDER 8 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:47 2019 Page 1 ID:Aii5JId9gSQtYNOXhANYmdyGznlcCilto09Vxcmx9FSM61 Im pV4jU Hg04dl HvQiYCzWjJE 1-3-8 I 2x4 II 1 2 2x4 II 4 5 Scale=1:9.4 OM IIII III. III MIMI 111 111 • It% \■1 ili ow EWA 3x4 = 2x4 II 8 7 6 3x4 = I 1-7-4 3-2-7 1-7-4 I 1-7-4 LOADING (psf) SPACING- 4-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(CT) -0.00 7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-P Weight:18 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD 2-0-0 oc purlins:1-5 BOT CHORD 2x4 DF No.1&Btr G(flat) (Switched from sheeted:Spacing>2-8-0). WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=481/Mechanical,6=481/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 7-8=0/371,6-7=0/371 WEBS 3-6=-488/0,3-8=488/0 NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Refer to girder(s)for truss to truss connections. 3)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)266 lb down at 1-7-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(Of) �,tD PROFFs Vert:6-8=-20,1-2=-200,2-4=-200,4-5=-200 ,c Concentrated Loads(Ib) Cj` C'INE-6. is,/0 � Vert:3=-266(B) ``� 49 2 89200PE 9c- 4 OREGON�� 43 4707.47,k 2 14, 3 P4 MRRIL‘- EXPIRES: 12-31-2019 March 27,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03P1015 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 bil. 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 Duality cdm.t t Oca-.w a.w arcr 12..11,09CO..,pgp p KO IOmJ Ck,.Jn SaretyrmonnarIbt) available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Lennar K5898740 B1703798 FT07 Floor Girder 4 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:48 2019 Page 1 ID:Aii5J Id9gSOtYNOXhANYmdyGznI-4008581 nGFkcYJgfwpZXJ 12DRuaDITcRWZ9F4ezWIJD 2-6-0 10-5-4 Scale=1:18.5 2x4 II 4x6 = 4x4 = 2x4 II 4x12 = 2x4 II 1 2 3 4 5 Special 6$7 o ® \ 9e ° I9 0 I° 1z 113x4 = 10 9 8 4x6 = 2x4 11 = 3x6 = 4x8 11-2-4 I11-2-4 PlateOffsets(X,Y)-- [2:0-1-8,Edgel,[3:0-1-12,Edge],[5:0-5-0,Edge],[8:Edge,0-1-8],[11:0-1-8,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 0.30 Vert(LL) -0.05 10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.32 Vert(CT) -0.09 10-11 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:55 lb FT=10%F,10%E LUMBER- BRACING- TOPCHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOTCHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=869/0-1-12,12=680/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1225/0,3-4=-1759/0,4-5=-1759/0 BOTCHORD 11-12=0/1225,10-11=0/1716,9-10=0/1588,8-9=0/1588 WEBS 2-12=-1349/0,2-11=0/261,3-11=-543/0,5-8=-1748/0 NOTES- 1)Aplate rating reduction of 20%has been applied for the green lumber members. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)327 lb down at 8-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard D 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,[��._o PROF Uniform Loads(12) `Nr NES. tr/OA Vert:8-12=10,1-6=-100,6-7=-100 V` 9 2 Concentrated Loads(Ib) Vert:5=-327(B) K. 89200PE 9r -AP,7 1L OREGON /0 .93' 14 2. Q. MERRlt-- EXPIRES: 12-31-2019 March 27,2019 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NW 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 il Job Truss Truss Type Qty Ply Lennar K5898741 B1703798 FT08 Floor 42 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:48 2019 Page 1 ID:Aii5JId9gSQtYNOXhANYmdyGznl-40G8581 nGFkcYJgfwpZXJ12EEuYkIT?RWZ9F4ezWjJD 2-6-0 I I 1-5-0 Scale=1:24.3 2x4 II 4x8 = 3x6 = 2x4 II 4x6 = 2x4 II 1 2 3 4 5 64x6 = 78 0 ---' ...: I I ® e 1 .Y4,x8 12 11 10e 9 3x6 = 3x6 = 4x6 = 4x6 = I 14-8-0 14-8-0 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[3:0-2-12,Edge],[5:0-2-8,Edge],[6:0-1-8,Edge],[9:Edge,0-1-8],[10:0-1-8,Edge],[12:0-2-12,Edge],[13:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.10 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(CT) -0.21 11-12 >824 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.04 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, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=812/0-2-0,13=793/0-2-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1473/0,3-4=-2405/0,4-5=-2405/0,5-6=-950/0 BOT CHORD 12-13=0/1473,11-12=0/2200,10-11=0/1954,9-10=0/950 WEBS 2-13=-1622/0,2-12=0/385,3-12=-804/0,4-11=-257/0,5-11=0/499,5-10=-1109/0,6-10=0/515,6-9=-1207/0 NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,13. 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. �<A O PROF4.0 `4 �NGINEL. ",9 /%29 89200PE r 4 4-,OREGON lv� �O �Y14, `4 P 111RR10- v EXPIRES: 12-31-2019 March 27,2019 I f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the febeieatie,.,Mere .,deb-ery,or."'-n era brewing of Ir-essenA•-ws—Mann see 1P.'"/"./1 0••^"'y Criter1,,DSC e8ard13^SIB^"dI'9 Cot"po^'t 361)Klug Ckels . Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 t Job Truss Truss Type Qty Ply Lennar K5898742 81703798 FT09 Floor 42 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:49 2019 Page 1 ID:Aii5J Id9gSQtYNOXhANYmdyGznl-YbgWIU2P1 YsTATPrUX4mrEbP_IwsUygbkDvpd4zVAJC 2-6-0 10-6-4 Scale=1:18.4 2x4 II 4x6 = 3x4 = 2x4 II 2x4 II 1 2 3 4 54x6 = 6 7 0 1 q(X�® iii o o , 1 103x4 = 9 3x6 = 3x6 = 3x6 =- 11-1-12 11-1-12 11-1-12 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[5:0-2-8,Edge],[10:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(CT) -0.13 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:53 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, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=618/0-5-8,11=599/0-2-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1054/0,3-4=-1152/0,4-5=-1152/0 • BOT CHORD 10-11=0/1054,9-10=0/1374,8-9=0/1022 WEBS 2-11=-1161/0,3-10=-353/0,5-8=-1130/0,5-9=0/299 NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. -kt.i'° PR0Fk 74GLNE4\ K. 89200PE v —II , moi . L ,t.OREGON t4� HOMY 14 2° 4- ERRILN- EXPIRES: 12-31-2019 March 27,2019 4 __ t 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 BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply Lennar K5898743 u 131703798 FT10 Floor 13 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:49 2019 Page 1 ID:Aii5JId9gSQtYNOXhANYmdyGznl-YbgWIU2P 1 YsTATPrUX4mrEbP 1 I_aU?fbkDvpd4zWjJ C 2-6-0 I I 0.9-4 2x4 II 1 2 2x4 II 3 3x6 = 4 5 Scale=1:9.4 MIDI �w■ /r\\ II 1. ti. It% �1� m■1 1 MA 3x4 = 2x4 11 -/ 8 7 Mr 3x4 = 3-10-12 3-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl bid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(CT) -0.01 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-P Weight:21 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 3-10-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=212/Mechanical,6=212/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-273/0 NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 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. ���EO PROFFss � �NGINEk. w 2 :9200PE 9r- , .140,45.....--,----- ,�OREGON ,, A.Aa 4.2.0-74), O Y 14, 2��i, - FRRILA- EXPIRES: 12-31-2019 March 27,2019 4 MUM A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication storage,delivery erection and brapigd of trusses and truss systems see ANSI/1711 Ouallfy CriteAq DSR-R9 sari Urn,wdlding 'a pnnen. 268 KLrg Ciraie Safety lnlormatron available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Lennar K5898744 B1703798 FT11 Floor 6 1 u Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:50 2019 Page 1 I D:Aii5JId9gS QtYNOXhANYmdyGznl-1 nOuVg21 os_Koc_12Eb?OS7alhKgDSgkzteM9XzWJJB 2-6-0 0-10-4I 1-3-2 { 3x4 = Scale=1:10.8 1 2 2x4 II 3 3x6 = 4 2x4 II 5 1 a • 3x4 = 2x4 II42x4 II 10. 9 8 6 3x6 = 3-9-85-2-14 5-2-14 I 3-9-8 1-5-6 Plate Offsets(X,Y)-- [5:0-1-8,Edgej,[6:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.00 8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(CT) -0.01 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(CT) 0.00 7 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-P Weight:28 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 5-2-14 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=188/Mechanical,7=379/0-5-8 Max Gray 9=194(LC 3),7=379(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-7=-297/0 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)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. PROF .1<c°13 ";54NGIN FFsSF9 /O �9 r89200PE A 10.14011111V el.r. L4,OREGON\� �4 44 ERRIL\- EXPIRES: 12-31-2019 March 27,2019 II r.1= A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Mr 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 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 Job Truss Truss Type Qty Ply Lennar K5898745 B1703798 FT12 Floor 6 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:50 2019 Page 1 I D:Aii5JId9gSQtYNOXhANYmdyGznl-1 nOuVg21 os_Koc_12Eb?OS7akhKuDSgkzteM9XzWJJB I 2-6-0 I I 0-10-4 I I 1-9-4 2x4 I Scale=1:11.0 1 2 2x4 II 3 3x6 = 4 3x4 = 5 6 0 v [ ---- I j o e e 3x4 = 2x4 10 9 '111111°1' 7 3x4 = 3x4 = 3-9-8I 5-10-8 3-9-8 2-1-0 Plate Offsets(X,Y)-- [4:0-1-8,Edge[,[8:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.00 9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(CT) -0.01 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-P Weight:31 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 5-10-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=194/Mechanical,7=79/Mechanical,8=370/0-5-8 Max Uplift 7=-10(LC 3) Max Gray 10=194(LC 1),7=93(LC 4),8=370(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-8=-298/0 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)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)7. 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. ,e 8 200PE 9 ,t_OREGON 1 �4, /O -9Y 14 stiNv:r4- MFRRIL\-0 EXPIRES: 12-31-2019 March 27,2019 � 1 a.. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/1015 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 Mill 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 250 KAg Girder - =ty Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply Lennar K5898746 V B1703798 FT13 Floor 5 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:51 2019 Page 1 ID:Aii5J Id9gSQtYNOXhANYmdyGznl-VzyGjA3gZA6B PmZEby6ExfglT5g7yv4tCXOvhzzWj JA 2-6-0I 0-10-4 1-7-8 I 2x4 I I Scale=1:10.9 1 2 2x4 II 3 3x6 = 4 3x4 = 5 6 4 • fie e e e l ei, e e 3x4 = 2x4 10 9 de 7 3x4 = 3x4 = 3-9-85-8-12 3-9-8 1-11-4 Plate Offsets(X,Y)-- [4:0-1-8,Edge],[8:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.00 9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(CT) -0.01 9-10 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-P Weight:30 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 5-8-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=195/Mechanical,7=69/Mechanical,8=363/0-5-8 Max Uplift 7=-16(LC 3) Max Gray 10=195(LC 1),7=86(LC 4),8=363(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-8=-301/0 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)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)7. 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. 00 PROFFs K- $ 200PE 17_, 4,OREGON�Ix 40 'O imaisiP My 14 ?.O RRILA- EXPIRES: 12-31-2019 March 27,2019 I ...- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 ) Job Truss Truss Type Qty Ply Lennar • K5898747 B1703798 FT15 Floor 2 1 . Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Mar 27 13:40:52 2019 Page 1 ID:Aii5JId9gSQtYNOXhANYmdyGznl-zAWewW4IKTE21w7Q9fdTTtDv7VyhKX1 QB7TDPzWjJ9 I 2-6-0 I 0-3-7 Scale=1:15.5 3x6 = 3x4 = 2x4 II 12x4 II 2 3 43x6 = 5 6 0 e j v 1oi% 9 8 3x4 = 3x4 = 7 3x4 = 3x4 = 8-4-15 8-4-15 Plate Offsets(X,Y)— [2:0-1-8,Edge],[3:0-1-8,Edge],[4:0-2-12,Edge],[7:0-1-12,Edgel,[9:0-1-8,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 0.26 Vert(LL) -0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(CT) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-P Weight:42 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, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=468/Mechanical,10=449/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-724/0,3-4=-725/0 BOT CHORD 9-10=0/724,8-9=0/729,7-8=0/703 WEBS 2-10=-797/0,4-7=-778/0 NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 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. •(<<.013 PRO4- 616, �GNGINF�r,9 /% 2 89200PE V G 4"OREGON\� 44 /6 4), 14, 2 esti, FRR ILA- 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 MTek®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 fsharminrL nfnr,p ,„vy f rorlinn•4nn hnarr.ls of fvrve ap44rucc rydor^�=aa a'SU*PK Gualfy C itWu-DSC a&apd•CSIQWIWpg Ce-pwvalt £60 Klug Onab Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ..r Ar Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. ll (Drawings not to scale) Da age or Personal Injury rte= Dimensions are in ft-in-sixteenths. •4 Apply plates to both sides of truss 1 2 3 1. A•ditional stability bracing for truss system,e.g. and fully embed teeth. diagonal orX-bracing,is always required. See BCSI. TOP CHORDS 2. T uss bracing must be designed by an engineer.For o-ill. 4 w de truss spacing,individual lateral braces themselves !a- may require bracing,or alternative Tor I _ pb acing should be considered. O3. N-verexceed the design loading shown and never �-�E111 CC Us:ckmaterialsoninadequatelybracedtrusses.O 4. P ovide copies of this truss design to the building For 4 x 2 orientation,locate F c7-a csa cs s d-signer,erection supervisor,property owner and plates 0- 'ie"from outside BOTTOM CHORDS a other interested parties. edge of truss. 8 7 6 5 5. C t members to bear tightly against each other. 6. P ace plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE j•int and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO (.cations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. i-sign assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT t e environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. nless s all not eherwise exceed 19%eat time of fabrication.isture content lumber PRODUCT CODE APPROVALS 9. nless expressly noted,this design is not applicable for PLATE SIZE u.e with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.*amber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 r,sponsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 c:mber for dead load deflection. the length parallel to slots. 11.'late type,size,orientation and location dimensions i dicated are minimum plating requirements. LATERAL BRACING LOCATION 12, mber used shall be of the species and size,and i 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 s.ecified. by text in the bracing section of the truss unless otherwise shown. 13. op chords must be sheathed or purlins provided at output. Use T or I bracing s.acing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.:ottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values .r less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II 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. lid, reaction section indicates joint 0111111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 1111111_lo 18.Use of green or treated lumber may pose unacceptable �_ environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Mill ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone iS not sufficient. DSB-89: Design Standard for Bracing. • BCSI: Building Component Safety Information, 20.(Design assumes manufacture in accordance with Guide to Good Practice for Handling, �T' .ke ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015