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Report (3) DECJULE2IVEDO - OD2y,3 2 2020 Ic�l4�SW P MiTek3 BUILDINGCITYOF DIVISIOTIGARDN MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 2306722 David Weekley_7894A Floor The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision based on the parameters provided by Builders FirstSource(Beaverton,OR). Pages or sheets covered by this seal: K7586093 thru K7586111 My license renewal date for the state of Oregon is December 31,2021. PROFESS �5 �NGIN�F9 � /O29 89200PE y OREGON �4� L/0�4)'14,201 p'4. �MFRRII.L � 11.41, April 2,2020 Baxter,David • IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job Truss Truss Type Qty Ply David Weekley_7894A Floor r K7586093 2306722 FT01 Floor 13 1 Job Reference_top5onall) Builders FirstSource(Beaverton.OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 15:59:56 2020 Page 1 ID:r7A_DeNQN XS65n5Oth6BWzhCgp-VT6kCAZXQ4hdiJvpAQGXvH MhACvoi72817epiXz Uiin 0-1-8 H F.-____ 2-6-0 �___ 2-5-4 ___.__...-I Scale=1:21.7 2x4 II 2x4 = 2x4 = 3x8 = 2x4 II 2x4 II 3x6 = 2x4 II I 2 3 4 5 6 7 4 to / 9 ` ' 4 B 10 93x4 8 r3=4 = 3x4 = 3x6 = 5-4-8 ___ 7-9-12 7-11r4 13-2-4 1- 5-4-8 -�— 2-5-4 0-l-$ 5-3-0 Plate OffsetsjX,Y)- 13:0-1_8 Edgej,.j4 0_1-8,0-0-0],[9_0-1-8,Edge],[10:0-1-B,Edge1,[12:0-1.8,0-1-E,[13:0-1-8,0-1-0) 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 0.37 Vert(LL) -0.13 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.23 10-11 >671 360 BCLL 0.0 Rep Stress[nor YES WB 0.31 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Weight:58 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, SOT 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. (size) 8=Mechanical,11=0-5-8 Max Gray 8=578(LC 1),11=583(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1474/0,3-4=-1474/0,4-5=-1474/0 BOT CHORD 10-11=0/982,9-10=0/1474,8-9=0/981 WEBS 2-11=-1085/0,2-10=0/620,5-8=-1084/0,5-9=0/620 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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSVfPI 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. ' 6)CAUTION,Do not erect truss backwards. c�<C�NG Et. s„ 9 Q 89200PE c- yL ifOREGON klvv. bt /O gy14, 2pN P+ MRRi1-k- RENEWAL DATE: 12-31-2021 April 2,2020 __ A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. i Design valid for use only with MiTnkE 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 property 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 ANSffTPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA22314. Corona,CA 92880 Job • r Truss Truss Type Qty Ply David Weekley_7894A Floor K7586094 2306722 FT02 Floor 9 1 Job Reference(optional Builders FirstSource(Beaverton,OR), Beaverton,OR-97005. 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00:00 2020 Page 1 I D:r?jA_DeNO NXS65n5Oth6B W zhCgp-O ELF2Sc2UIB2BwDa PGKT37 W MmpFTevtjxlcOrizU iij 0-1-8 H H________. 2-6-0 l.._..__.______2-5-8 __.._.-__� Scale=1:21.9 2x4 II 2)(4 =_ 2x4 '= 3x8 - 2x4 I I 3x4 II 3x8 = 2x4 II 1 2 3 4 5 6 7 1 10 9 3x6 = 8 3x4 -- 3x4 = 3x6 = 5-4'8__ 7-10-0 13-4-0 _______._..._..._..._..._..._..._..._..._..._...______-5.4.8 2-5-8 5-6-0 _plate Offsets(X,Y)--_._j3.0_1-B,Edge1-j10_0.1_8,Edges_[12:0-1-8,0-1-0j,i13.0-1-8,0-1,0j_____...___. -- LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.14 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(CT) -0.25 8-9 >629 360 BCLL 0.0 Rep Stress!nor YES WB 0.33 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code IBC2018ITP12014 Matrix-S Weight:60 lb FT=20%F,11%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 1 D-0.0 oc bracing. REACTIONS. (size) 8=0-1-12,11=0-5-8 Max Gray 8=585(LC 1),11=570(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1506/0,3-4=-1506/0,4-5=-1506/0 BOT CHORD 10-11=0/995,9-10=0/1506,8-9=0/994 WEBS 2.11=-1100/0,2.10=0/641,5-8=-1099/0,5-9=0/638 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)8. 4)This truss is designed in accordance with the 2018 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. 6)CAUTION.Do not erect truss backwards. ��Ep PROFFs 74 �NGI NE�9 s/0�9r 89200PE 9z... +OREGON e� L4 /0 IY 14 20 Pc • MRRILA-s- RENEWAL DATE:12-31-2021 April 2,2020 1 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.WM/Taf5 BEFORE USE. Design valid for use only with MITekth 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 verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing Indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing E ek• is always required for stability end to prevent collapse with possible personal injury and property damage. For general guidance regardalg the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSUTPIl Quality Criteria,OSB-99 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 • Job Truss Truss Type Qty Ply David Weekley_7894A Floor , K7586095 2306722 FT03 Floor Supported Gable 1 1 Job Reference loptional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries.Inc. Thu Apr 2 16:00:03 2020 Page 1 ID:r?jA_DeNQNX$65n5Oth6BWzhCgp-opt NgTfwmDZd20y940uAhl8zQ1 NCrLPAejghSdzUiig 0-g Scala=1:21.4 1 2 3 4 5 6 7 tLU 25 V 23 22 21 20 19 18 17 16 15 14 13 13-4-0 I13-4-0 Plate Offsets(X,Y)-- [24:0-1=88,0-1-0),-j25:0-1-8,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress trier YES WB 0.02 Horz(CT) 0.00 12 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight:54 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Sid G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G(flat) • REACTIONS. All bearings 13-4-0. • (Ib)- Max Uplift All uplift 100 lb or less at joint(s)12 Max Gray All reactions 250 lb or less at joint(s)23,13,22,21,20,19,18,17,16,15,14 • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES • - 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)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. ' 9)CAUTION.Do not erect truss backwards. (1/47c.D PRO c. ' NEFR /�2 s9210p 9r y �OREGON A. /O q Y 14,2o1 P+ MFRRILA- RENEWAL DATE: 12-31-2021 April 2,2020 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mg-T473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with MTekth 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 end to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and buss systems.see ANSI?PII Quality Criteria,D58.89 and BCSI Building Component 250 Klug Circle Safety Information wettable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona.CA 92880 Job iTruss Truss Type Oty Ply David Weekley 7894A Floor I K7586096 2306722 IFT04 Floor Supported Gable 1 1 i _— Job Reference(optional)_. Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00:06 2020 Page 1 ID:r?jA_DeNONXS65n5Oth6BWzhCgp-DOj WJVho38xCvrgkl WRuJOmTiEOx2i9cKh3L3yzUiid Scale=1:34.4 16 FP- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18r 19 20 q 1J —f T .` . s} .,z,, ,, ._,.�i...1.,,z, .k:"i4z''i' 'i. __ _ .... ' „..,,` ,.'k`:n-S -.2,„ .. 2,,.::a 2'_ -,,,,, ,. .. 4 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP 21-5-4 21-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) n/a - rile 999 MT20 220/195 TCOL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BOLL 0.0 Rep Stress Ina- YES WB 0.02 Horz(CT) 0.00 21 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight:85 lb FT=20%F,11%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 OF 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. OTHERS 2x4 DF Ski G(flat) REACTIONS. All bearings 21-5-4. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)1,20 Max Gray All reactions 250 lb or less at joint(s)38,21,37,36,35,34.33,32,31,30,29.28,26,25,24, 23.22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,20. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)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. PRO <<- 0FESS ,c -NGINF`c9 /0'7,4 9 Kw 89200PE 4/OREGON b. 444/ 'O 1) 1420\ 4- MEARl -�P RENEWAL DATE: 12-31-2021 April 2,2020 1 I A WARNING.godly 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 MiTekO 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 Ml lek' 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/TPH quality Criteria,DSB-89 and BCSI Building Component 250104 Circle Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type ----- �oty ---PlyDavid Weekley_7894A Floor - _-- K7586097 2306722 FT05 Floor 11 1 Job Reference(pptionalL____ Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, - --- - 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00:09 2020 Page 1 1 ID:r7jA_DeN QN XS65n5Oth6B WzhCgp-dzOfxXjhM3KnmJPJOf?bwOOsfSH9FwK20fH?gGzUiia 2-6-0.__.._.._..1 L._.._._2.2_@...............1 Scale=1:39.7 ! 3x6 2x4 II 4x8 = 4x12 = 2x4 II 3x6 FP= 3x6 = 2x4 II 4x12 _= 4x8 = 2x4 I 1 2 3 4 5 6 7 8 9 10 11 12 13 p 1-''.:( I1 t.. ....... ... p _____ '_-,t•,�,�— ._...__ .. ___ I•- d 22 21 20 19 18 17 16 15 14 4x8 = 4x6 = 5x16 = 3x6 II 3x6 FP= 5x16 = 4x6 = 4x8 _ 2x4 SP= 3x6 I I 10-7-8 111-9-0 112-10-0 I 23-5-8 __{ 10-7.8 1-1-8 1-1-0 10-7-8 • Plate Offsets X,Y( )- [3:0-1-8,Edge],[7:0-1-8,EdgeL I8:0-1-8,Edge1.[11:0-1-8,Ed9e]•[14:Edc�e,0_t_81,_[150-1.8,Edge],.j18:0-3-0,0-0-01121:0-1-S,EdgeJ,f22:Edge,O-1.81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.42 18-19 >652 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) -0.74 18-19 >372 360 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.12 14 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Weight:116 lb FT=20%F,11%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) SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 22=Mechanical,14=0-2-12 Max Gray 22=1030(LC 1),14=1030(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-2004/0,4-5=-4612/0,5-7=-4601/0,7-8=-5051/0,8.9=-4601/0,9.10=-4612/0, 10-11=-2004/0 BOT CHORD 21-22=0/2004,20-21=0/3475,19-20=0/5051.18-19=0/5051,16-18=0/5051,15-16=0/3475, 14-15=0/2004 WEBS 3-22=-2206/0,3.21=0/689,4-21—1626/0,4-20=0/1241,7-20=-866/51,11-14=-2206/0, 11-15=0/689,10-15=-1626/0,10-16=0/1241,8-16=-866/51 NOTES- 1)Unbalanced floor live bads have been considered for this design. 2)The Fabrication Tolerance at joint 17=11% 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �G,a�O PR°Pe s 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. 1,,.`` tS Strongbacks to be attached to walls at their outer ends or restrained by other means. ���CJ �tAG I NEED, /O 7 *9„L./ -8$200PE c �OREGON - £j <a 44°1 q 25) \41E- p, FiRILV RENEWAL DATE: 12-31-2021 • April 2,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MIT7473 rev.10m3/2015 BEFORE USE. Design valid for use only with MiTekS 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 Pica IAA ate 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 ANSVTPH Quality Criteria,O.SB-89 and BCSI Building Component 250 Klug Circle Safely Information available born Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra.VA 22314. Corona.CA 92880 Job . Truss Truss Type Qty Ply David Weekley_7894A Floor 2306722 'Truss Floor Girder 1 1 K7586098 Job Reference(optional) Builders FirstSource(Beaverton,n, Be OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00:12 2020 Page 1 ID:r?jA_DeNQNXS65050th6BWzhCgp-1 Y4n2YrnZf iLdm8u6nY lYfOM1 fMISEOUidWfGbzUiiX 2-6-0 9-12 2-3-0 1-6-4 Scale=1:39.0 4x6 - 2x4 I I 3x6 = 3x4 -.= Special 2x4 II 3x6 FP= 4x6 = 3x6 = 3x4 = Special 2x4 II 4x6 _.: 2x4 I I 12 3 4 26 5 6 7 8 9 10 27 11 12 13 14 rjt....- ' --- -T---"- ----------- -------- / ----;-"'"' 26 24 23 22 21 20 19 18 17 16 15 3x6 =i 3x4 = 4x12 == 4x6 = 34 = 3x6 FP= 4x6 = 2x4 II 4x4 3x4 I 11-6-0 I 21-7-8 ________ ...}.._.._23-5-8--_-_i 11-6-0 10-1-8 1-10.0 Plate Offsets(X_Y)-_ [3:0-1-8,Edge],[7:0_1 B,Edg__el,-[9:0-1-8,Edge1,.L19:0_1-8,Edgel,j21:0_1_8,Edge1124_0-1_8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.64 Vert(LL) -0.04 23-24 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) -0.13 23-24 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.01 17 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Weight:112 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&8tr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 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. (size) 25=Mechanical,16=1-10-12,21=0-3-7,17=1-10-12 Max Uplift 16=-207(LC 4) Max Gray 25=599(LC 3),21=1563(LC 1),17=956(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1041/0,4-5=-1003/0,5-7=-1003/0,7-8=0/663,8-9=0/1228,9-10-255/410, 10.11=-446/0,11-12=-446/0 BOT CHORD 24-25=0/1041,23-24=0/1382,22-23=-617/0,21-22=-1168/0,19-21=-410/255, 18-19=-11/660,17-18=-393/0,16-17=-393/0 WEBS 8-21=-991/0,12-17=-934/0,3-25=-1146/0,4-24=-377/0,4-23=-485/0,5.23=-411/0, 7-23=0/1580,7-22=-792/0,8-22=0/954,9-21=-1302/0,9-19=0/287,10-19=-581/0, 11.18=-287/0,12-18=0/942,12-16=0/488 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)except(jt=1b) ott) PR Oren 16=207. 4R Cu 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � J sAGINEu siil 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. V ,T I. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION.Do not erect truss backwards. Ct' 89200PE• 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)279 lb down at 6-10-7,and 127 • lb down at 18-0-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9)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 w-OREGON 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 4/ .a �t Uniform Loads(plf) <O 4Y 14 `.0 ConcentraVted Loads(Ib) 1-2 100,2-13=-100,13-14=-100 df IO-0P Vert:26=-199(F)27=-63(F) RENEWAL DATE:12-31-2021 April 2,2020 A WARNING-Very design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mle7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekE connectors.This design is based only upon parameters shown,and is for an individual building component,rat . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ;ref 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 ANSIJTPI7 Quality Criteria,DSB-89 and SCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona.CA 92880 Job Truss Truss Type City Ply David Weekley_7894A Floor K75860J9 2306722 FT07 Floor 2 1 Job Reference optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00;14 2020 Page 1 ID:r?jA_DeNQNXS65n5Oth88WzhCgp- wBY EngBcy3s4HGDCamd46oAT6HwJ3nAx?mLUzUiiV I 2-6-0 _..—..-I 1-1-3 —__.__-I Scale=1:12.5 3x4 = 3x4 = 2x4 II 1 2 2x4 II 3 4 5 6 C ///i o 3x4 = 3x4 -_ 9 8 7 3x4 = _ 6-8-11 6-8-11 Plate Offsets(_ [3:0-1-8,Edgel,[8:0-1.8,Edge) LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.01 8 >999 480 MT20 220/195 I'. TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) -0.03 7-8 >999 360 BCLL 0.0 Rep Stress her YES WB 0.09 HOR(CT) 0.00 7 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-P Weight:33 lb FT=20%F,11%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. SOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 OF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=Mechanical,7=Mechanical Max Gray 9=294(LC 1),7=294(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 3-4=-397/0 BOT CHORD 8-9=0/397.7-8=0/373 WEBS 4-7=-414/0,3-9=-437/0 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)This truss is designed in accordance with the 2018 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. -`<- PR OFFSS ,,S) �NGiNF<c9 /'4, Q 89200PE /l , o cc yL 4fOREGON �tv <O q)'14, 2�� .0- MFRMIA- RENEWAL DATE: 12-31-2021 April 2,2020 A WARNING-Verily design parameters and READ NOTES ON TNIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/0312015 BEFORE USE, !till Design valid for use only with Woke 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSUTPII Quality Criteria,DSB-59 and SCSI Building Component 250 Krug Circle Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92830 Job Truss Truss Type Oty Ply David Weekley_7894A Floor K7586100 2306722 FT08 Floor Girder 1 1 Job Referenceec_p_qonall_ Builders FirsiSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00:18 2020 Page 1 I D:r?jA_DeNQNXS65n5Oth6BWzhCgp-siR2gbgKEqSVLhb1S2fowwGRN4QHs2jN4YzzUFzUiiR I— 2-6-0_.__.._i I-- =5 4—I z �rz ._..� Scale=1:39.0 Special 3x6 FP== Special 2x4 II 3x4 == 4x6 -= 244 II 4x8 = 3x8 = 2x4 II 3x4 = 4x8 = 4x4 = 2x4 II 12 3 4 5 6 7 8 9 24 10 11 12 13 �% i �: _. _ // /ice// t �i////_ / // qq 23 22 21 20 19 18 17 16 15 14 3x4 = 3x4 = 4x12 = 3x6 = 3x6 FP_ 3x4 -- 4x6 = 4x4 = 3x6 = I— 6-10-8 I 21-11-8 22-2423-5-8 I 6-10-8 15-1-0 0-0-'12 1-5-4 Plate Offsets(X,Y)-- [3:0-1-8,Edge1,-]6:0-2-8,Edg,ej[9:P-1 8,Edge],f11:0-1-8,Edge,,[16:0-1.8,Edge),J17:0-1-8,Edge],[20:0-1-8,Edge],122A_1_8,Edg,._ ___._ LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (lot) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.08 18 >999 480 MT20 220/195 TCOL 10.0 Lumber DOL 1.00 BC 0.29 Vert(CT) -0.17 18-20 >999 360 BOLL 0.0 Rep Stress Ina NO WB 0.36 Horz(CT) 0.02 16 n/a n/a BCDL 5.0 Code IBC20181TPI2014 Matrix-S Weight:111 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 OF 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. (size) 23=Mechanical,21=0-3-7,16=0-5-8 Max Uplift 23=-151(LC 6) Max Gray 23=198(LC 5),21=1778(LC 3),16=761(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3.4=-226/383,4-5=0/1333,5-6=0/1333,7-8=-1607/0,8.9=-1607/0,9-10=-1597/0 BOT CHORD 22-23=383/226,21.22=-909/0,18-20=0/1125,17-18=0/1597,16-17=0/975 WEBS 5-21=-623/0,3-23=-249/422,3-22=-287/0,4-22=0/717,4-21=-739/0,6-21=-1634/0, 6-20=0/466,7-20=-1024/0,7-18=0/550,9-17=-285/0,10-17=0/706,10-16=-1105/0 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)except(jt=1b) 23=151. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ���c PR Fss 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. `0 QF Strongbacks to be attached to walls at their outer ends or restrained by other means. Cp G I NE 7)CAUTION,Do not erect truss backwards. \ GN F t7 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)476 lb down at 6-10-7,and 135 $" V 9 2.9 lb down at 18-0-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q 89200PE LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Q Sc Vert:14-23=-8,1-2=-80,2-12=-80,12-13=-80 - ' OREGON g/ Concentrated Loads(Ib) L� � Vert:5=-439(B)24=-84(B) O Y 1 4 2� elp'E" • MFRRILL RENEWAL DATE: 12-31-2021 April 2,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII-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 be fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/TRH quality Criteria,DSB-99 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 Oty Ply David Weekley_7894A Floor • K7586101 2306722 FT09 Floor 9 1 _--..............._ _—____.__.__.._..._..._..._..._..._...... _ Job Reference(optional) Builders FirstSource(Beaverton,OR), - Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00:22 2020 Page 1 ID:r?jA_DeNQNXS65n5Oth6BWzhCgp-ITgZgzlrl3ywgJvphtkeymR48hj2onJz?AxBdOzU iiN 1 2-8-0 F— 2-5-12 Scale=1:40.1 3x6 ._ 2x4 II 4x8 = 4x12 = 2x4 II 3x6 FP= 3x6 = 2x4 II 4x12 = 4x8 = 2x4 II 1 2 3 4 5 6 7 8 9 10 11 12 • e. 21 20 19 18 17 16 15 14 13 4x8 = 4x6 = 5x16 = 3x6 II 3x6 FP= 5x16 = 4x6 = 4x8 = 2x4 SP= 34 II 10-6-0 12-11.12 23-7-4 10-6-0 I 2-5.12 10-7-8 I Plate Offsets(X,Y)-- [2:0-1-8,Edge),[6:0-1-8,Edge],[7:0.1.8,,Edge]J10:0-1-8,Edge],[13:Edge,0-1-8],[14:0-1-8,Edgel,[17:0-3-0,0-0-0],[20:0-1-8,Edgej,..121 -1 Edge,0-1 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.44 17-18 >633 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.78 17-18 >361 360 BCLL 0.0 Rep Stress Ina YES WB 0.65 Horz(CT) 0.12 13 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Weight:1171b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Etr G(flat) TOP CHORD Structural wood sheathing directly applied or 5.9-15 oc pudins, BOT CHORD 2x4 DF No-18Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 21=0-1-12,13=0-2-12 Max Gray 21=1027(LC 1).13=1042(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2031/0,3-4=-4692/0,4-6=-4681/0,6-7=-5164/0,7-8=-4681/0,8-9=-4692/0, 9-10=-2030/0 BOT CHORD 20-21=0/2031,19-20=0/3528,18-19=0/5164,17-18=0/5164,15-17=0/5164,14-15=0/3528, • 13-14=0/2030 WEBS 2-21=-2236/0,2-20=0/700,3-20=-1655/0,3-19=0/1271,6-19=-916/30,10-13=-2235/0, 10-14=0/701,9-14=-1656/0,9-15=0/1271,7-15=-916/30 NOTES- 1)Unbalanced floor live loads have been considered for this design. • 2)The Fabrication Tolerance at joint 16=11% 3)A plate rating reduction of 20%has been applied for the green lumber members. I 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)21,13. I, 5)This truss Is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. G00Q PR Ope Strongbacks to be attached to walls at their outer ends or restrained by other means. y `-k5' i,,C cNGiNEF9 �%4, 9 K• .89200PE c 74. OREGON ,r��4Q b. 4 L• 4 20\�Q'1' ' RR11.'- - RENEWAL DATE:12-31-2021 April 2,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE PAGE 010-7473 rev.10/09/2015 BEFORE USE. Design valid for use only with MiTekth 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 ANSVTPII Quality Criteria,DSB-e9 and BCSI Building Component 250 tOug 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 David Weekley_7894A Floor K7586102 2306722 FT10 GABLE 1 1 '• Job Reference(optional Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00:25 2020 Page 1 ID:i?jA_DeNQNXS65n5Oth6B WzhCgp-92 Mil7wjb_LV h mdNMOH La03dwuka?CO Ph89rELzUii K I_...-..__2'6-0. I- 2-4-12 .._.-_-.I 1-__.__.._�_5[8_..._.............I Scale=1:40.1 3x4 = 2x4 I I. 4x6 = 2x4 II 3x6 FP= 4x6 = 4x6 = 4x4 = 3x4 = 2x4 I I 1 2 3 4 5 6 7 8 9 10 2x4 II 11 12 ii� ii� \\ ��� � � Y e c x C CiS.. o 24 23 22 21 20 19 18 17 16 15 14 13 5x8 = 3x6 FP= 6x6 = 4x6 = 2x4 II 4x4 == 2x4 I I 3x4 = 2x4 II 19-5-4 10-8-0 12-10-12 _18-0-8 18--4_. 22-1-4 23-7.4 " — 10-6-0 2-4-12 5-1.12 0-0-'121-4-0 + 2-8-0 1-6-0i Plate Offsets(X,Y)-- [2:0-1-8,Edge],[6:0-1-B,Edgej,[7:0-1-8,Edge],[8:0-1-8,Edge],[9:0-1-8,Edge],[10:0-1-8,Edge].[15:0-1-8,Edge],[17:0-1-8,Edge],[18:0-1-8,Edge], [23:0-1-8,Edge] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.24 21-22 >920 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT) -0.41 21-22 >529 360 BCLL 0.0 Rep Stress Ina YES WB 0.43 Horz(CT) 0.04 17 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Weight:121 lb FT=20%F,11%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(I1at) BOY CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 OF Std G(flat) REACTIONS. All bearings 5-6-12 except(jt=length)24=0-1-12. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)16 except 12=-210(LC 1) Max Gray All reactions 250 lb or less at joint(s)13,15,14 except 24=717(LC 1).17=1387(LC 1),17=1387(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 11-13=-329/0,2-3=-1356/0,3-4-2619/0,4-6=-2606/0,6-7=-2043/0,7-8=-486/0, 8-9=0/1142,9-10=0/371 BOT CHORD 23-24=0/1356,22-23=0/2168,21-22=0/2043,20-21=0/2043,18-20=0/2043,17-18=0/455, 16-17=-1142/0,15-16=-1142/0,14-15=-371/0,13-14=-371/0 WEBS 7-20=0/403,9-17=-590/0,2-24=-1492/0,2-23=0/387,3.23=-898/0,3-22=0/493, 6-22=0/617,6-21=-371/0,10-13=0/409,10-15=-372/0,9-15=0/851,8-17=-1758/0, 8-18=0/572,7-18=-1705/0 NOTES- D 1)All platesstare 3x6c IdT20-4-0 otherwise indicated. -��� PR c. 2)Gable studs spaced at 1.4-0 oc. �-� QF 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)24. \J !NG]N FF 41 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16 except(jt=lb) �� v ,7 -v 12=210. "91- 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200PE 7)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. JP..,01115-00'. 8)CAUTION,Do not erect truss backwards. . Pr... 7 OREGON ��� • /p�gY14 V;\ P4 MRRIl-L 6 RENEWAL DATE: 12-31-2021 April 2,2020 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MITekr 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 property 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 ANSUTPH 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 Job Truss Truss Type Oty Ply David Weekley_7894A Floor K7586103 2306722 FT11 GABLE 1 1 'Job Reference(optional_ Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00:27 2020 Page 1 ID:r?jA_DeNQNXS65n50th6B WzhCgp-50U Sjgxz7bbDw4n mUOJpfp80fiU RT9XI9Seyl EzUii I 0-1-8 H H---__2-6-0 _._.� L_.._.1-714 --I I.- 1-7-14 1 I 2-1'i..._.� 0118 Scale 1- 91.4 5x12 = 5x6 = 3x4 = 3x6 = 04 = 3x4 = 1 2 3 4 5 6 7 83'6 9 /iL'�- /i /i/ �i 23L.- j. - 1...--,, / - .....��� /ice/ /% � O o /i/ _- �// F`�`ff " • • 14 13 12 11 • 3x4 = 3x4 = 3x8 = 4x4 = 3x4 = 3x4 = 7-1-8 I 1-4-0 2-8-0 I 4-0-0 �t-� 6-8-0 7-n6 11-8-12 13-8-0 19-2-01_ + — I 11-4-0 1-4-0 1-4-0 1-4-0 1-6-0 9--C 4-5-4 2-1-4 5-6-0 0-1-2 Plate Offsets(X,Y)— [2:0-0-12,0-0-5],[3:0-6-0,0-0-111[5:0-1-8,Edge],[6:0-1-8,Edge],[7:0-1-8,Edge],[8:0-1-8,Edge],[9:0-1-8,Edgej,[11:0-1-8,Edge],[14:0-1-8,Edge], 117:0-1-8,Edge1,[20:0-1-8,0-1-0],[21:0-1-8,0-1-0],[22:0.1.8,0-1-01[23:0-1-8.0-1-1 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) -0.07 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(CT) -0.12 11-12 >999 360 BCLL 0.0 Rep Stress'nor YES WB 0.20 Horz(CT) 0.02 10 rids n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight:96 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 DF No.18Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BUT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 OF Std G(flat) REACTIONS. All bearings 7-1-8 except(It=length)10=0-5-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)19,18,16 except 15=769(LC 1),15=789(LC 1),17=296(LC 3), 10=497(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-6=-703/0,6-7=-1127/0,7-8=-892/0 BOT CHORD 14-15=0/703,13.14=0/1127,12-13=0/1127,11.12=0/1127,10-11=01892 WEBS 3-15=-251/0.5-15=-1000/0,5-14=0/271,6-14=-521/0,8-10=-982/0,7-11=-259/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. 3)Gable studs spaced at 1-4-0 oc. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. GQ,tD PR OF,e, Slrongbacks to be attached to walls at their outer ends or restrained by other means. ` u 7)CAUTION,Do not erect truss backwards. ,,c . vNG 1 N4- 1s/O2 9 Q 89200PE • ..'ram CO 4,OREGON tx A, , O i`14,213P-}- MFRRIU- 1?) RENEWAL DATE: 12-31-2021 April 2,2020 • -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 4111-7473 rev.10/03/2015 BEFORE USE -- ,. Design valid for use only with MiTekN 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 incoi poi ate 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 ANSUTP/1 Quality CNted.',DSB-89 and BCSI Budding Component I 250 Klug Circle Safety Informadon available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. 1 Corona,CA 92880 Job —� Truss Truss Type Qty Ply David Weekley 7894A Floor 87586104 2306722 FT12 Floor Supported Gable 1 1 Job Reference(optional) ___Source Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00:30 2020 Page 1 ID:r?jA DeNQNXS65n5Oth6BWzhCgp-W?9bLi_sPWzonXWL9ZtWHSmabvaWgZ48rQtcvZzUiiF 01143 D1'fi Scale=1:20.0 1 2 3 4 5 6 7 8 9 10 11 1 63- li.- ... 24 26 231 II ..... Imo-- 1 _____. ... ......., ... ._... I.1� .. .... ... _''_ 25 ,{, > .. { ](,' ��c�t�' ic }, (, } x y y' `� '4 W.K7C�'4'4,4'''r::4 v.Air :4-.` '&'.....^e-<- -`Y'kY`r N.',, i7F'S 22 21 20 19 18 17 16 15 14 13 12 I 12-6-0 I 12-6-0 Plate Offsets(X, )-- [11:0-1-8_Edge1.j12.0-1-8,Edge1,j23:0-1-8,0-1-0],[24:0-1-8,0-1-0j,[25:0-1-6,0-1-0],[26:0-1-8,0-1-0] _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCOL 10.0 Lumber DOL 1.00 BC 0-01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 12 rile n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Weight:52 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.18,Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G(flat) REACTIONS. All bearings 12-6-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)12 Max Gray All reactions 250 lb or less at joint(s)22,21,20,19,18,17,16,15,14,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. tt11 � P ROFFs[- Strongbacks to be attached to walls at their outer ends or restrained by other means. ,`(c`� s Q 89200PE c y OREGON tx �4Q L/0 4Y14,20\ 0- 4,fFR R 11r\- el RENEWAL DATE: 12-31-2021 April 2,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Webb connectors.This design's based only upon parameters shown,end 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 the design into the overall 1 building design. Bracing Indicated is to prevent buckling of individual truss web andlor 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 • fabnc8tbn.storage.delivery.erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,OSa-89 and BCSI Building Component 250 Klug Circle ,, Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. L• Corona,CA 92880 Job 'Truss 'Truss Type Oty Ply David Weekley_7894A Floor • • K7586105 2306722 FT13 Floor Girder 1 1 ---.-.--.--..-- l_..._.__._... • Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, - - 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00:32 2020 Page 1 ID:r?jA_DeNQNXS65n5Oth6BWzhCgp-SOHLmO?6x80 W 1 rgkH_v_MtrnmjFe8SSRIkMj_RzUiiD IF 2x4 II F-0-4-0 I 2-6-0 _ 1 2 2x4 II 3 3x4 = 8 4 5 Special Special Scale=1:9.4 • _ _ i , 7 1 3x4 7 6 3x4 h�0 I 3-1-0I LOADING (ps() SPACING- 2-0-0 CS!. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) 0.00 7 ""** 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(CT) -0.02 6-7 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.09 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-P Weight:17 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 3.4-0 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. (size) 7=Mechanical,6=Mechanical Max Gray 7=299(LC 1),6=519(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=0/321,4-6=-400/0 WEBS 3-7=-649/0 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)This truss is designed in accordance with the 2018 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. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)214 lb down at 1-5-7,and 240 lb down at 3-1-12 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+Uniform loon Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ��<�p PR p f'rss Concentrated Vert:Goads(Ib)2 100 2-4 100,4-5=-100 �\S LNG I N FF9 /Q Vert:4=-240(F)8=-214(F) �9 89200PE c O Q yL �OREGONtk �� /O 4y14,23 P+ MRRIO- 0 RENEWAL DATE: 12-31-2021 April 2,2020 r ! A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design cold for use only with MITekN 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/MI quality Criteria,058-89 and BCS!Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job r Truss Truss Type Qry Ply David Weekley_7894A Floor K7586106 2306722 FT14 Floor 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MITek Industries,Inc. Thu Apr 2 16:00:33 2020 Page 1 I D:r?jA_DeNQ NXS65n5Oth6BWzhCgp-warjzkOkiRLNe?EwghQDv40317cUtwaaX05G W tzU i iC 0-4-0 2-6-0___ 2x4 II 1 2 2x4 II 3 3x4 4 5 Scale=1:9.4 j 4 I 3x4 = 7 6 3x4 = I-0-3-0 I 3-4-0 -I 0-3-0 3-1-0 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) 0.00 7 "" 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(CT) -0.02 6-7 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code IBC20187TPI2014 Matrix-P Weight:17 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 3.4-0 oc pudins, 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. (size) 7=Mechanical,6=Mechanical Max Gray 7=143(LC 1),6=148(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)This truss is designed in accordance with the 2018 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. ,aVi PR Open b�5 �NGINEE9 ,0�9 Q 89200PE r • to y OREGON 4 ., , G-O ZigY1420� P MERR11-V- N- RENEWAL DATE:12-31-2021 April 2,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIL7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekS 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 verity the applicability of design parameters and properly incorporate this design into the overall 7� building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only.Additional temporary and permanent bracing Ml lek' 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/TPl1 Quality Criteria,OSad9 and SCSI Building Component 250 glue CircleSa/ely In/omralian available born Truss Plate Institute,218 N.Lee Street,Suite 712.Aexandria,VA 22314. Corona,CA 92860 Job Truss Truss Type Oty Ply David Weekley_7894A Floor , K7586107 2306722 FT15 Floor Supported Gable 1 1 Jab Reference(optional_ Builders FirstBource(Beaverton.OR), Beaverton,OR-97005, 8240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00:35 2020 Page 1 I D:r?jA_DeNQNXS65n5Oth6BWzhCgp-szzUOQ1?E3b4u101y6Th_VTQcwlYLpIt?iaNamzU7iiA 0-1.�8 Scale=1:31.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 —er-- 33o 1 4 r x ems . _ • _.. 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3u4 = 1 19-0-12 19-0-12 Plate—Offsets(X.Y)-- [16:0-1.8,Edge1,L70-1.8,0-1-01.[33:0-1-8,0-1-OL LOADING (psr) SPACING- 2-0-0 CSI. DEFL. In hoc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 17 n/a n/a BCOL 5.0 Code IBC2018/TP12014 Matrix-R Weight:77 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, BOT CHORD 2x4 OF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 OF Std G(flat) ', REACTIONS. All bearings 19.0.12. I (Ib)- Max Gray All reactions 250 lb or less at joint(s)31,17,30,29,28,27,26,25,24,23,22.21,20,19,18 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)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. 8)CAUTION,Do not erect truss backwards. ' - -0 PRoFFss t< t-v. (NEF9 /-2 9 Q 89200PE v 9 -OREGON ��Q /O 4Y14,2.° 0- ' RRILt- 6 RENEWAL DATE: 12-31-2021 April 2,2020 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ma-7473 rev.1WO3/2015 BEFORE USE. Nil! Design valid for use only with MTekrd 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 info 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 ANSUTPII Quality Criteria,DEB-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 Job ' Truss Truss Type Oty Ply David Weekley 7894A Floor K7586108 2306722 FT16 Floor 20 1 ...Job Reference(optional)___ --n,O ), Beaverton, --._..._.._.. Builders FirstSource(Beaverton.OR), OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00:37 2020 Page 1 ,A d ID:r7jA_DeNQNXS65n5Oth6BWzhCgp-pM4Ep53Fmgro7cYh3XV93wZggkp8pegAS03UffzUii8 f-..._..__._2 '0._..._.._..._..{ DI -i 2-1-6.__..._._.._TO-1.1 0118 Scale x 1:31.2 • 486 = 3x8 = 3x4 = 3x4 = 3x8 = 94x6 =- 1 2 3 4 5 6 7 8 1g0� J ` W 2gp ../:(- 1 17 16 15 14 13 12 41 3x6 :r:. 3x6 = 3x6 = 3x6 = 3x6 = 34 = • • 8-4-14 10-6-6 19-0-12 8-4-14 2-1.8 8-6-6 Plate Offsets(X,Y)— [2:0-1-8,Edge],[5:0-1-8,Edge],[6:0-1-8,Edge],[9:0-1-8,Edge],[10:0-1-8,Edge],[12:0-1-8,Edge],[14:0-1-8.0-0-0],[15:0-1-8,Edge].(17:0-1-8,Edgel, —[19:0-1-8,0-1-0Li20:0.1-B.o-1-D1 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 0.38 Vert(LL) -0.21 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(CT) -0.38 14-15 >595 360 BCLL 0.0 Rep Stress Ina YES WB 0.35 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight:91 lb FT=20%F,11%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 OF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 18=0-2-12,11=0-5-8 Max Gray 18=827(LC 1),11=827(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1596/0,3-4=-3148/0,4-5=-314-8/0,5-6=-3185/0,6-7=-3148/0,7-8=-3148/0, 8-9=-1596/0 ROT CHORD 17-18=0/1596,16-17=0/2588,15-16=0/3186,14-15=0/3185,13-14=0/3186,12-13=0/2588, 11-12=0/1596 WEBS 2-18=-1757/0,2-17=0/502,3-17=-1096/0,3-16=0/625,4-16=-267/187,5-16=-573/318, 9-11=-1757/0,9-12=0/502,8-12=-1096/0,8-13=0/625,7-13=-267/187,6-13=-573/318 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI1TPI 1. nED PR QpC 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ���, c�v G'N� L,CF sf 9f Slrongbacks to be attached to walls at their outer ends or restrained by other means. \ N F Q 7)CAUTION,Do not erect truss backwards. 2 .$ 200PE iardillille:Ara"' 4/OREGON e� ki� /O q) 14 2t1S 4 1:1F11 -v RENEWAL DATE: 12-31-2021 April 2,2020 1 l A WARNING-Verify design parameters and READ NOTES ON PUS AND INCLUDED MREK REFERENCE PAGE MH-7473 rev.101031201E BEFORE USE. Mil Design valid for use only with MiTekrd connectors.This design is based only upon parameters shown,and Is tar 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 tress web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability end to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and less systems.see ANSYrPH Quality Criteria,DSB-89 end SCSI Building Component 250 King Circle Safety Information available from Truss Plate Institute.218 N.Lae Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 s- Type 894AFlo -.._..._... - Job Truss Truss Type Qty Ply David Weekley_7894A Floor r K7586169 2306722 FT17 Floor 2 1 Job Reference(optional)__.,_.._..._._......._.._..._..._.___ Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MITek Industries,Inc. Thu Apr 2 16:00:39 2020 Page 1 ID:r?jA_DeNQNXS65n5Oth6BWzhCgp-IkC_En 5V1 H5 W Mwi4ByXd8LersyRaH XcTvKYajXzUii6 243-0 $-7 2-3-2 2-0-0 -1 0- 8 Scale=1:40.0 3x4 =3x4 = 4x8 = 4x8 = 386 FP= 3x4 == 3x4 = 4x8 = 4x8 =. 12 3 4 5 6 7 8 9 10 11 12 13 14 9r . ._.._ _ :..;.fir,,,, o- __ _ _.. __........_... a ii ii ii �� ii L, 2 0 26 25 24 23 22 21 20 19 18 17 16 15 3x4 = 3x4 = 4x8 = 4x6 =:= 3x8 _ 3x8 = 3x6 FP= 4x6 3x8 = 2x4 SP__ 3-7-11 13-10-1 14.1_0-1 15_-10 1 24-4-73-7-11 10-2-6 _-...-......+..1-0-0+1-0-0 8-6-6 Plate Offsets(X,Y)— [3:0-1-8,Edgej,[5:0-1-8,Edge],[9:0-1-8,Edge],[10:0-1-8,Edge],(13:0-1-S,Edge],[14:0-1-8,Edge],[16:0-1-8,Edge],[19:0-1-8,0-0-0j,[20:0-1-8,Edge], [22:0-1-8,Edgel,[230-1-8,Edge1127:0-1-8,0-1-01,[280_1-8,0-1-01- LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.33 20-21 >747 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) -0.55 20-21 >446 360 BCLL 0.0 Rep Stress Inv YES WB 0.45 Horz(CT) 0.09 15 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Weight:116 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Str G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, 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, Except: 6-0-0 oc bracing:24-25,23-24. REACTIONS. (size) 23=0-5-8,15=0-5-8 Max Gray 23=1252(LC 1).15=895(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=0/260,4.5=0/472,5-6=-1636/0,6-8=3570/0,8-9=-3570/0,9-10=-3727/0, 10-11=-3581/0,11-12=-3581/0,12-13=-1745/0 BOT CHORD 23-24=-452/0,22-23=0/1636,21-22=0/2814,20-21=0/3727,19-20=0/3727,18-19=0/3721, • 16-18=0/2880,15-16=0/1745 WEBS 10-19=-207/310,4-23=-408/0,3.25=0/269,3-24=-325/0,4-24=0/390,5-23=-1950/0, 5-22=0/603,6-22=-1350/0,6-21=0/881,8-21=-251/0,9-21=-614/160,13-15=1921/0, 13-16=0/570,12-16=-1255/0,12.18=0/775,11.18=-282/286,10-18=-848/335 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. 3)The Fabrication Tolerance at joint 17=11% 4)A plate rating reduction of 20%has been applied for the green lumber members- 0.0 PROF- rS 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �`` `s 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3-)nails. \Cj �NG.1 NEk- /O Strongbacks to be attached to walls at their outer ends or restrained by other means. i� 'T * 7)CAUTION,Do not erect truss backwards. 89200PE 9_ • _►` 4,OREGON k_ L4, • to lY 14 2P\ v. MFRRIO-0 RENEWAL DATE:12-31-2021 April 2,2020 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-74T3 rev.1003/1015 BEFORE USE. Design valid for use only with MTekth connectors.This design is based only upon parameters shown,and is for an individual building component,notillr a buss system.Before use,the building designer must verily 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 M7ek'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 aura systems.see ANSI/TPi1 Quality Criteria,OSa-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 _4- y ....__._.__.__.Truss T Truussss Type JOry Ply Davi.. _..._.._.___..._..._..._..._...__— __.._...__._...___—___._..._._..._..._.._..... _._..._.__.id.._..._..._ d Weekley_7894A Floor K7586110 2306722 FT18 Floor 1 1 Job Reference(optional) _ ._.__.__..._ Builders FirstSource(Beaverton.OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries.Inc. Thu Apr 2 16:00:41 2020 Page 1 t ID:r?jA_DeNONXS65n5Oth6BWzhCgp-h7KIf16mquMEcDsSINa5DmjPULKnIXJmNd1hoQzUiii4 0-��8 °118 Scale:318"=1' 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 1 2 3 4 5 6 7 8 9 10 2k±: �� J ,.:Ks2,.,Y..Z . . . . ..,,,.2--_ ..X-: ' .: 18 17 16 15 14 13 12 11 3x4 = 3x4 = 3x6 = 3x6 = 3x4 = 3x4 = 8-6-6 10-9-10 19-4-0 8-6-6 I 2-3-4 _.__._.__}_.._._..__._.___....__._ 8-6-6 ___—I Plate Offsets(X,Y)--_[2_0-1-B,Edge]i9:0-1-8,Edgek[10:0-1-B,Edgej,j12:D-1.8,Edget [17:0.1.8,Edgej,j19:0-1_B4O.1-0],j20:0.1.8,0-1-0j121:0-1-8,0-1-0],r22:q 1 8,p-1.OL _ ____ LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell Ud E PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) n/a - n/a 999 MT20 220/195 TCOL 10.0 Lumber DOL 1.00 BC 0.09 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.05 Horz(CT) 0.00 12 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight:92 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 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 6-0-0 oc bracing, Except: 10-0-0 oc bracing:16-17,12-13. REACTIONS. All bearings 19-4-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)15,14,18,11 except 17=378(LC 1).16=350(LC 1),12 r378(LC 1),13=350(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-17=-251/0,3-16=-253/0,9-12=-251/0,8-13=-253/0 NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)This truss is designed in accordance with the 2018 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. .�� o PROFFss �c. 0�G1NFF9 /O?'9 89200PE I O IZ 7 �OREGON A. /O gY14,20 4 MERR11.k- RENEWAL DATE: 12-31-2021 April 2,2020 A WARNING-Vanity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE Mil-7473 rev.1010.312015 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 the 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 MiWek' 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 ANSUTPII Quality Gillette,DSB-89 and BCSI Building Component 260 Kiug Cirde Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply David Weekley_7894A Floor a K7586111 2306722 FT1 9 Floor Supported Gable 1 1 Job Reference Optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Thu Apr 2 16:00:42 2020 Page 1 ID:r?)A_DeNQNXS65n5Oth6BWzhCgp-9Ju7sp7obCU5DNQfs45Km_GdaIgKU_2vcHnFKszUil3 01q8 0F)8 Scala=1:31.0 1 2 3 LLiiJJLLLLii 6 12 13 14 15 16 S b ",. 2. 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 I __ 19-4-0 19-4-0 Plate Offsets(X,Y)-- [16:0-1-8,Edge1,[17:0-1-8,Edge],j33:0-1-8,0-1- 134:0-1-8,0_1_Gl_j35 0-1-8,00.1-0],_[3.8;0-1-8A-1-01..._._...___.___—_ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(CT) 0.00 17 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight:79 lb FT=20%F,11%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. OTHERS 2x4 OF Sid G(flat) • REACTIONS. All bearings 19-4-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)32,17,31,30,29,28,27,26.25,24,23.22,21,20,19, 18 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss Is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. • QED PROFESS 9 Q 89200PE l Ct G. �OREGON tu `�U� <O -9 y 14,2°\ ti4 ' RRIL0- 0 RENEWAL DATE: 12-31-2021 April 2,2020 • __ I A WARNING-Vent'design parameters and READ NOTES ON TINS AND INCLUDED M/TEK REFERENCE PAGE MS-7473 rev.10M3/2015 BEFORE USE. �- Design valid for use only with MiTek®p 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 musl verify the applicabilily of design parameters and property 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 NIiTek" 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 ANS7P11 Quality Criteria,OSB-59 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.210 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 Symbols Y Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Centerplate onjoint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property —► 4-1314' y • offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury ralirDimensions are in ft-in-sixteenths. 11,4‘. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. 2. Truss bracing must be designed by an engineer.For ! 0'1/16 r 4 wide truss spacing,Individual lateral braces themselves • may require bracing,or alternative Tor I bracing should be considered. f.°0 ILIIIIIIFAhl 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. o- 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7a ce-7 Cs-s F designer,erection supervisor,property owner and plates 0- +6"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. 8. Unless otherwise noted,moisture content of lumber software or upon request. • shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for P LATE SIZE 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. i 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 it Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others, I Indicates location where bearings 16.Do not cut or alter truss member or piste without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. =� reaction section indicates joint 11111111111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MINIM ® 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: MI • • 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. BCSl:DSB-89: Design Comprd nfnt Bracing. afety I Mliek� gi BCSI: Buildin Com onent Safet Information, 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. I MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015