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REV 1 REVIEWED BLD BLD2020-0866+Structural_Plan+9.24.2021_4.31.37_PM+2428432Nil e MiTek S MiTek USA, Inc. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 Re: 2102003C HOME DEVELOPMENT/EDMONDS ROOF REPLACEMENT The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Louws Truss. Pages or sheets covered by this seal: R67939705 thru R67939715 My license renewal date for the state of Washington is May 25, 2023. GtiCu DYF - 57182 Dyer, Cecil September 13,2021 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 HOME DEVELOPMENT/EDMONDS ROOF REPLACEMENT R67939705 2102003C GE04 Common Supported Gable 1 1 Job Reference (optional) LOUWS I russ, Inc, Fernaam, VVA - MZ46, 2f.4sU S Aug lb ZUZ"1 mi I eK mausines, Inc. Fri Jep "IU iw4/:4v zuzi rage 1 I D:XoCtsJyWAP9ChaO9FLdXgAzToUL-65unlOyj Fu415LT0aYkYBJmBXj RUy3AVd2coggyf3?O 16-0-0 15-0-0 15888 5-8-8 16-6-0 15-0-0 0-8-8 -3- Scaleo61027.1 4x4 = 3x4 = 11 12 13 14 3x10 —_ 25 24 23 22 21 20 19 18 17 16 15 3x4 = 16-0-0 16-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 13 n/r 120 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 13 n/r 90 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 15 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 SLIDER Left 2x4 DF No.2 2-6-0 PLATES GRIP MT20 220/195 Weight: 79 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=107(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 1, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 Max Grav All reactions 250 lb or less atjoint(s) 1, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-0-0 to 3-7-3, Exterior(2) 3-7-3 to 15-0-0, Corner(3) 15-0-0 to 16-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25. Gg,CIL D l p ►�r��� STE V; 1�SSI0 NALEP f'4�� September 13,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 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 ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply HOME DEVELOPMENT/EDMONDS ROOF REPLACEMENT R67939706 2102003C GE05 Common Structural Gable 1 1 Job Reference (optional) Louws Truss, Inc, Ferndale, WA - 98248, 14-3-13 2.26 12 12x22 MT18HS = 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 10:47:51 2021 Page 1 I D:XoCtsJyWAP9Ch aO9F LdXgAzToU L-2 U?XA4zzn V KTKfd OhzmOG krOuXO7Qtso4M5uvjyf3?M 5x12 = 10 11 12 7-5-13 7-6-3 Scale = 1:50.5 3x10 = 17 16 3x10 = 26 25 24 23 22 21 20 19 18 5x6 = 4x10 15-0-0 14313 14�S-8 1 22-5-13 30-0-0 14-3-13 0- -11 7-5-13 7-6-3 Plate Offsets (X,Y)-- [2:2-11-11,0-1-8], [2:6-11-10,0-1-8], [3:3-3-11,0-2-8], [5:5-1-11,Edge], [12:0-8-4,Edge], [18:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 TCLL 25.0 Plate Grip DOL 1.15 TCDL 7.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IRC2015/TP12014 I9 0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.58 Vert(LL) -0.07 15-16 >999 240 MT20 220/195 BC 0.41 Vert(CT) -0.13 16-17 >999 180 MT18HS 220/195 WB 0.39 Horz(CT) 0.02 15 n/a n/a Matrix-SH Weight: 138 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 DF No.2 10-0-0 oc bracing: 16-17,15-16. OTHERS 2x4 DF No.2 WEBS 1 Row at midpt 13-17 SLIDER Left 2x4 DF No.2 7-2-5, Right 2x4 DF No.2 3-8-13 REACTIONS. All bearings 14-5-8 except Qt=length) 15=0-5-8. (lb) - Max Horz 2=-53(LC 13) Max Uplift All uplift 100 lb or less atjoint(s) 2, 20, 21, 22, 23, 24, 25, 26 except 15=-129(LC 9), 18=-258(LC 9), 19=-311(LC 24) Max Grav All reactions 250 lb or less atjoint(s) 2, 19, 20, 21, 22, 23, 24, 25 except 15=544(LC 1), 18=1213(LC 1), 18=1213(LC 1), 26=405(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-90/510, 3-4=-70/469, 4-5=-67/482, 5-6=-61/494, 6-7=-51/480, 7-8=-45/479, 8-9=-39/478, 9-10=-34/484, 10-11=-32/483, 11-12=-13/318, 12-13=-27/331, 13-15=-1301 /326 BOT CHORD 2-26=-464/140, 25-26=-464/140, 24-25=-464/140, 23-24=-464/140, 22-23=-464/140, 21-22=-464/140, 20-21=-464/140, 19-20=-464/140, 18-19=-464/140, 17-18=-466/140, 16-17=-277/1230, 15-16=-277/1230 WEBS 1 1-18=-769/69,12-17=-490/198, 13-17=-1552/399, 13-16=0/300, 3-26=-313/126, 11-17=-126/809 NOTES- 1) Unbalanced roof live loads have been considered for this design. Dyp,' 2) Wind: ASCE 7-10; Vult=11Omph Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) G�Cjj gable end zone and C-C Exterior(2) -0-6-0 to 3-1-3, Interior(1) 3-1-3 to 15-0-0, Exterior(2) 15-0-0 to 18-7-3, Interior(1) 18-7-3 to WAS 29-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 1.5x4 MT20 unless otherwise indicated. ,d 57182 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S`SI�N will fit between the bottom chord and any other members. ALE�� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 21, 22, 23, 24, 25, 26 except (jt=lb) 15=129, 18=258, 19=311. September 13,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply HOME DEVELOPMENT/EDMONDS ROOF REPLACEMENT R67939707 2102003C GE06 GABLE 1 1 Job Reference (optional) LOUWS I russ, Inc, rernaam, VVA - MZ46, 0.4sU S Aug -1 b ZUZ"1 mi I eK mausines, Inc. t-n oep "IU 1U:4/:b3 zuzi rage 1 I D:XoCtsJyWAP9ChaO9FLdXgAzToUL-?s71bm?DJ7aBZymnpNoUL9wsQKoQutA5Yga?zbyf3?K -6 0 15-0-0 29-7-4 6- 15-0-0 14-7-4 4x4 = 2.26 12 44 11 12 13 14 15 45 Scale = 1:49.9 3 3x10 = 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 4x4 II 5x6 = 29-7-4 29-7-4 Plate Offsets (X,Y)-- [24:0-2-5,0-0-12], [34:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 1 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 24 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-SH Weiaht: 130 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF No.2 SLIDER Left 2x4 DF No.2 2-6-0, Right 2x4 DF No.2 1-6-4 REACTIONS. All bearings 29-7-4. (lb) - Max Horz 2=-53(LC 13) Max Uplift All uplift 100 Ib or less at joint(s) 24, 2, 35, 36, 37, 38, 39, 40, 41, 42, 43, 33, 32, 31, 30, 29, 28, 27, 26, 25 Max Grav All reactions 250 lb or less atjoint(s) 24, 2, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 33, 32, 31, 30, 29, 28, 27, 26, 25 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -0-6-0 to 3-0-0, Exterior(2) 3-0-0 to 15-0-0, Corner(3) 15-0-0 to 18-7-3, Exterior(2) 18-7-3 to 29-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 2, 35, 36, 37, 38, 39, 40, 41, 42, 43, 33, 32, 31, 30, 29, 28, 27, 26, 25. G ,CIL Dl p ' WAL September 13,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 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 ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply HOME DEVELOPMENT/EDMONDS ROOF REPLACEMENT R67939708 2102003C GE07 GABLE 1 1 Job Reference (optional) LOUWS I russ, Inc, i-ernaam, VVA - MZ46, 0.4sU S Aug -1 b ZUZ"1 mi I eK Inausines, Inc. rf1 oep "IU 1U:4/:oo zuzi rage 1 ID:XoCtsJyWAP9ChaO9FLdXgAzToUL-xFF20SOUgkgvpGw9wogyRaOD48UuMniO?_362Uyf3?1 6 15-0-0 30-0-0 3 -6 0 6- 15-0-0 15-0-0 -6- Scale = 1:50.6 4x4 = 2.26 12 45 11 12 13 14 15 46 25 3x10 = 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x10 = 5x6 I9 0 30-0-0 30-0-0 Plate Offsets (X,Y)-- [35:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) 0.00 24 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 24 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 24 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-SH Weiaht: 133 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF No.2 SLIDER Left 2x4 DF No.2 2-6-0, Right 2x4 DF No.2 2-6-0 REACTIONS. All bearings 30-0-0. (lb) - Max Horz 2=47(LC 16) Max Uplift All uplift 100 Ib or less at joint(s) 2, 36, 37, 38, 39, 40, 41, 42, 43, 44, 34, 33, 32, 31, 30, 29, 28, 27, 24, 26 Max Grav All reactions 250 lb or less atjoint(s) 2, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 34, 33, 32, 31, 30, 29, 28, 27, 24, 26 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -0-6-0 to 3-0-0, Exterior(2) 3-0-0 to 15-0-0, Corner(3) 15-0-0 to 18-7-3, Exterior(2) 18-7-3 to 30-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 36, 37, 38, 39, 40, 41, 42, 43, 44, 34, 33, 32, 31, 30, 29, 28, 27, 24, 26. Gg,CIL D l p ' WAL �'- September 13,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 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 ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply HOME DEVELOPMENT/EDMONDS ROOF REPLACEMENT R67939709 2102003C GE08 GABLE 1 1 Job Reference (optional) Louws Truss, Inc, Ferndale, WA - 98248, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 10:47:56 2021 Page 1 ID:XoCtsJyWAP9ChaO9FLdXgAzToUL-PRpQDo16b2ymRQVM U W MBzoYNCYgV5EuXEeofawyf3?H -0-6-0 6-5-8 0-6-0 6-5-8 13 12 11 10 9 8 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.03 TCDL 7.0 Lumber DOL 1.15 BC 0.02 BCLL 0.0 * Rep Stress Incr YES WB 0.02 BCDL 10.0 Code IRC2015/TP12014 Matrix-P DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) 0.00 1 n/r 120 MT20 220/195 Vert(CT) -0.00 1 n/r 80 Horz(CT) -0.00 8 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BOT CHORD OTHERS 2x4 DF No.2 REACTIONS. All bearings 6-5-8. (lb) - Max Horz 13=76(LC 9) Max Uplift All uplift 100 lb or less atjoint(s) 13, 8, 12, 11, 10,9 Max Grav All reactions 250 lb or less atjoint(s) 13, 8, 12, 11, 10, 9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:14.2 Weight: 29 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=11Omph Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -0-6-0 to 3-1-3, Exterior(2) 3-1-3 to 6-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8, 12, 11, 10, 9. Gg,CIL D l p September 13,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply HOME DEVELOPMENT/EDMONDS ROOF REPLACEMENT R67939710 2102003C T04 Monopitch 4 1 Job Reference (optional) LOUWS I russ, Inc, rernaam, VVA - MZ46, 0.4sU s Aug -1 b ZUZ"1 MI I eK mausines, Inc. t-ri Jep "IU 1 w4/:ou zuzi rage 1 ID:XoCtsJyWAP9ChaO9FLdXgAzToUL-PRpQDo16b2ymRQVM U W MBzoYDVYkX5EdXEeofawyf3?H -0-6-0 6-5-8 0-6-0 6-5-8 Scale = 1:15.6 1.5x4 2.26 12 3 1.5x4 6-5-8 6-5-8 '^T LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.08 4-5 >975 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.15 4-5 >488 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-P Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-5-8 Max Horz 5=76(LC 11) Max Uplift 4=-63(LC 12), 5=-84(LC 8) Max Grav 4=257(LC 1), 5=302(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=11Omph Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-6-0 to 3-1-3, Interior(1) 3-1-3 to 6-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. G D l p September 13,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 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 ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply HOME DEVELOPMENT/EDMONDS ROOF REPLACEMENT R67939711 2102003C T05 Common 3 1 Job Reference (optional) Louws Truss, Inc, Ferndale, WA - 98248, 7-6-3 2.26 12 15-0-0 7-5-13 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 10:47:57 2021 Page 1 I D:XoCtsJyWAP9ChaO9FLdXgAzToUL-tdNoR82kML4d2a4Y2DtQW?5L6x22gfnhTIYD6Nyf3?G 4x10 = 7-5-13 7-6-3 Scale = 1:50.5 3x10 = 10 9 3x10 = 5x8 = 5x8 = 10-0-2 19-11-14 30-0-0 10-0-2 9-11-13 10-0-2 Plate Offsets (X,Y)-- [9:0-4-0,0-3-4], [10:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 TCLL 25.0 Plate Grip DOL 1.15 TCDL 7.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IRC2015/TP12014 LUMBER - TOP CHORD 2x4 DF 240OF 2.0E BOT CHORD 2x4 DF 240OF 2.0E WEBS 2x4 DF No.2 SLIDER Left 2x4 DF No.2 3-8-6, Right 2x4 DF No.2 3-8-6 REACTIONS. (size) 8=0-5-8, 2=0-5-8 Max Horz 2=-53(LC 13) Max Uplift 8=-230(LC 9), 2=-261(LC 8) Max Grav 8=1240(LC 1), 2=1288(LC 1) IC? CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.85 Vert(LL) -0.39 9-10 >899 240 MT20 220/195 BC 0.51 Vert(CT) -0.74 9-10 >478 180 WB 0.17 Horz(CT) 0.12 8 n/a n/a Matrix-SH Weight: 117 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4187/786, 4-5=-3758/587, 5-6=-3762/594, 6-8=-4193/792 BOT CHORD 2-10=-769/4030, 9-10=-478/2970, 8-9=-731/4037 WEBS 5-9=-111/900, 6-9=-541/297, 5-10=-109/896, 4-10=-538/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-6-0 to 3-1-3, Interior(1) 3-1-3 to 15-0-0, Exterior(2) 15-0-0 to 18-7-3, Interior(1) 18-7-3 to 29-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=230, 2=261. G�CIL Dl p September 13,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply HOME DEVELOPMENT/EDMONDS ROOF REPLACEMENT R67939712 2102003C T05A Common 14 1 Job Reference (optional) Louws Truss, Inc, Ferndale, WA - 98248, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 10:47:58 2021 Page 1 I D:XoCtsJyWAP9ChaO9FLdXgAzToUL-LgxBeT3M7fCTgjfkcxOf2DeWvLOMZ6xghxHmepyf3?F - -6 0 7-6-3 15-0-0 22-1-14 29-7-4 6- 7-6-3 7-5-13 7-1-14 7-5-6 4x10 2.26 12 Scale = 1:49.8 3x10 = 10 9 4x10 = 5x8 = 5x8 = 9-9-7 19-6-10 29-74 9-9-7 9-9-2 10-0-10 Plate Offsets (X,Y)-- [8:0-0-12,0-2-51, [9:0-4-0,0-3-01, [10:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 TCLL 25.0 Plate Grip DOL 1.15 TCDL 7.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IRC2015/TP12014 LUMBER - TOP CHORD 2x4 DF 240OF 2.0E BOT CHORD 2x4 DF 240OF 2.0E WEBS 2x4 DF No.2 SLIDER Left 2x4 DF No.2 3-8-7, Right 2x4 DF No.2 3-8-4 REACTIONS. (size) 8=Mechanical, 2=0-5-8 Max Horz 2=-53(LC 13) Max Uplift 8=-228(LC 9), 2=-260(LC 8) Max Grav 8=1233(LC 1), 2=1281(LC 1) CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.85 Vert(LL) -0.38 9-10 >927 240 MT20 220/195 BC 0.50 Vert(CT) -0.71 9-10 >499 180 WB 0.18 Horz(CT) 0.12 8 n/a n/a Matrix-SH Weight: 115 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4160/781, 4-5=-3754/594, 5-6=-3649/582, 6-8=-4066/764 BOT CHORD 2-10=-764/4004, 9-10=-472/2937, 8-9=-700/3907 WEBS 4-10=-515/284, 5-10=-126/923, 5-9=-96/830, 6-9=-522/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-6-0 to 3-1-3, Interior(1) 3-1-3 to 15-0-0, Exterior(2) 15-0-0 to 18-7-3, Interior(1) 18-7-3 to 29-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 8=228, 2=260. Gg,CIL D l p September 13,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply HOME DEVELOPMENT/EDMONDS ROOF REPLACEMENT R67939713 2102003C T05B Common 1 1 Job Reference (optional) Louws Truss, Inc, Ferndale, WA - 98248, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 10:47:59 2021 Page 1 ID:XoCtsJyWAP9ChaO9FLdXgAzToUL-pOUZsp4_uzKKItEx9evubQAhfliOIYOzwbIKBFyf3?E - -6 0 7-6-3 15-0-0 22-1-14 29-7-4 6- 7-6-3 7-5-13 7-1-14 7-5-6 Scale = 1:49.6 4x10 = 2.26 12 5x12 = 10 9 6x12 = 5x8 = 5x8 = 9-9-7 19-6-10 29-7-4 9-9-7 9-9-2 10-0-10 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [8:0-1-4,0-3-13], [9:0-4-0,0-3-0], [10:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 TCLL 25.0 Plate Grip DOL 1.15 TCDL 7.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IRC2015/TP12014 LUMBER - TOP CHORD 2x4 DF 240OF 2.0E BOT CHORD 2x4 DF 240OF 2.0E WEBS 2x4 DF No.2 SLIDER Left 2x4 DF No.2 3-8-7, Right 2x4 DF No.2 3-8-4 REACTIONS. (size) 8=Mechanical, 2=0-5-8 Max Horz 2=-53(LC 46) Max Uplift 8=-1039(LC 30), 2=-1071(LC 27) Max Grav 8=1310(LC 47), 2=1321(LC 48) I^ 0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.85 Vert(LL) -0.38 9-10 >927 240 MT20 220/195 BC 0.58 Vert(CT) -0.71 9-10 >499 180 WB 0.23 Horz(CT) 0.12 8 n/a n/a Matrix-SH Weight: 115 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-3 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5621/3866, 4-5=-3754/2052, 5-6=-3649/1975, 6-8=-5511/3790 BOT CHORD 2-10=-3711/5444, 9-10=-1734/2937, 8-9=-3580/5331 WEBS 4-10=-515/475, 5-10=-384/923, 5-9=-332/830, 6-9=-522/497 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-6-0 to 3-1-3, Interior(1) 3-1-3 to 15-0-0, Exterior(2) 15-0-0 to 18-7-3, Interior(1) 18-7-3 to 29-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 8=1039, 2=1071. 7) This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-7-4 for 240.0 plf. Gg,CIL D1,p ►�r��� STE V; 1�SSI0 NALEP f'4�� September 13,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply HOME DEVELOPMENT/EDMONDS ROOF REPLACEMENT R67939714 2102003C T06 Common 9 1 Job Reference (optional) Louws Truss, Inc, Ferndale, WA - 98248, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 10:48:00 2021 Page 1 ID:XoCtsJyWAP9ChaO9FLdXgAzToUL-IC2x394cfGSBv1 p7jMQ78ejsN9411 OW79Fmtjhyf3?D 6 7-6-3 15-0-0 22-5-13 30-0-0 3 -6 0 6- 7-6-3 7-5-13 7-5-13 7-6-3 0-6-0 4x10 = 2.26 12 Scale = 1:50.6 I9 0 3x10 = 11 10 3x10 = 5x8 = 5x8 = 10-0-2 19-11-14 30-0-0 10-0-2 9-11-13 10-0-2 Plate Offsets (X,Y)-- [10:0-4-0,0-3-41, [11:0-4-0,0-3-4j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.39 10-11 >898 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.74 10-11 >478 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-SH Weight: 117 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing. WEBS 2x4 DF No.2 SLIDER Left 2x4 DF No.2 3-8-6, Right 2x4 DF No.2 3-8-6 REACTIONS. (size) 2=0-5-8, 8=0-5-8 Max Horz 2=47(LC 16) Max Uplift 2=-261(LC 8), 8=-261(LC 9) Max Grav 2=1287(LC 1), 8=1287(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4185/786, 4-5=-3755/583, 5-6=-3755/583, 6-8=-4185/786 BOT CHORD 2-11=-772/4028, 10-11=-487/2967, 8-10=-734/4028 WEBS 5-1 0=-1 09/896, 6-10=-538/295, 5-11 =-1 09/896, 4-11=-538/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-6-0 to 3-1-3, Interior(1) 3-1-3 to 15-0-0, Exterior(2) 15-0-0 to 18-7-3, Interior(1) 18-7-3 to 30-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Gg'Cjj JjyE 2=261, 8=261. ►�r��� STE V; 1�SSI0 NALEP f'4�� September 13,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply HOME DEVELOPMENT/EDMONDS ROOF REPLACEMENT R67939715 2102003C T06A COMMON GIRDER 1 3 Job Reference (optional) LOUWS I russ, Inc, rernaam, VVA - 9tfZ46, 5-0-3 4-11-14 2.26 12 0.4JU S Aug lb ZUZ-1 mi I eK Inausines, Inc. i-n oep -IU IU:46:1U ZUZI rage 1 I D:XoCtsJyWAP9ChaO9FLdXgAzToUL-?8fj9aCu I Ljn6aa2JScTX18bQBMcMQrbSpBP46yf3?3 15-0-0 19-11-14 24-11-13 30-0-0 4-11-14 4-11-14 4-11-14 5-0-3 Scale = 1:49.5 5x12 4 - I9 0 13 14 12 15 16 11 17 18 10 19 20 219 22 23 8 24 25 4x12 = MSH29 MSH29 MSH29 7x8 MSH29 9xl8 MT18HS = MSH29 7x8 = MSH29 HD2121F JL28 JL28 JL28 HD2121F MSH29 MSH29 THD26 THD26 5-0-3 10-0-2 15-0-0 19-11-14 24-11-13 30-0-0 5-0-3 4-11-14 4-11-14 4-11-14 4-11-14 5-0-3 Plate Offsets (X,Y)-- [1:0-4-10,0-2-13], [1:1-7-8,0-2-2], [2:0-4-8,2-8-11], [6:0-4-8,2-8-11], [7:1-7-8,0-2-2], [7:0-4-10,0-2-13], [9:0-3-8,0-4-12], [10:0-9-0,0-5-4], [11:0-3-8,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.70 9-10 >507 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.99 Vert(CT) -1.16 9-10 >306 180 MT18HS 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.26 7 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-SH Weight: 520 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 DF 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD 2x6 DF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 DF No.2 SLIDER Left 2x4 DF No.2 3-1-6, Right 2x4 DF No.2 3-1-6 REACTIONS. (size) 1=0-5-8, 7=0-4-12 PLY -TO -PLY CONNECTION REQUIRES THAT AN APPROVED Max Horz 1=-48(LC 13) FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR Max Uplift 1=-2223(LC 4), 7=-2618(LC 5) LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE Max Grav 1=9969(LC 1), 7=10714(LC 1) ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-36812/8302, 2-3=-35272/8166, 3-4=-27957/6812, 4-5=-27956/6809, 5-6=-36204/9609, 6-7=-37784/9529 BOT CHORD 1-12=-8103/35825, 11-12=-8103/35825, 10-11=-8028/34729, 9-10=-9404/35646, 8-9=-9261/36792,7-8=-9261/36792 WEBS 4-10=-2352/9838, 5-10=-8875/3028, 5-9=-1425/4102, 6-9=-1309/267, 6-8=-319/2280, 3-10=-7888/1500, 3-11=-573/3560, 2-11 =-1 259/82, 2-12=-381/2307 NOTES- 1) n/a 2) n/a 3) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-8 2x4 - 2 rows staggered at 0-4-0 oc, member 3-11 2x4 - 2 rows staggered at 0-4-0 oc. 4) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 5) Unbalanced roof live loads have been considered for this design. 6) Wind: ASCE 7-10; Vult=11Omph Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=2223, 7=2618. 11) Use USP JL28 (With 10-1 Od nails into Girder & 6-1 Old x 1-1/2 nails into Truss) or equivalent spaced at 24-10-8 oc max. starting at 2-0-12 from the left end to 28-11-4 to connect truss(es) to front face of bottom chord. 12) Use USP MSH29 (With 1 Od nails into Girder & 4-1 Old nails into Truss) or equivalent spaced at 5-4-8 oc max. starting at 4-0-12 from Gg,CIL D l p September 13,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 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 ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply HOME DEVELOPMENT/EDMONDS ROOF REPLACEMENT R67939715 2102003C T06A COMMON GIRDER 1 3 Job Reference (optional) Louws Truss, Inc, Ferndale, WA - 98248, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Sep 10 10:48:10 2021 Page 2 I D:XoCtsJyWAP9ChaO9FLdXgAzToUL-?8fj9aCu I Ljn6aa2JScTX18bQBMcMQrbSpBP46yf3?3 NOTES- 13) Use USP HD2121F (With 16-16d nails into Girder & 8-10d x 1-1/2 nails into Truss) or equivalent spaced at 14-10-8 oc max. starting at 10-0-12 from the left end to 24-11-4 to connect truss(es) to front face of bottom chord. 14) Use USP THD26 (With 18-16d nails into Girder & 12-10d x 1-1/2 nails into Truss) or equivalent spaced at 1-4-8 oc max. starting at 19-6-12 from the left end to 20-11-4 to connect truss(es) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-64, 4-7=-64, 1-7=-20 Concentrated Loads (lb) Vert: 8=-1213(F) 11=-1213(F) 13=-1213(F) 14=-1213(F) 15=-1213(F) 16=-1213(F) 17=-1213(F) 18=-1213(F) 19=-1213(F) 20=-1213(F) 21=-1213(F) 22=-1213(F) 23=-1213(F) 24=-1213(F) 25=-1215(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4" Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing, is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For 1 0- /16�� c1-2 c2-3 wide truss spacing, individual lateral braces themselves bracing, Tor I 4 may require or alternative WEBS csv bracing should be considered. p1 � 3. Never exceed the design loading shown and never 7-�� O U stack materials on inadequately braced trusses. �b6 U 0 4. Provide copies of this truss design to the building pdesigner, erection supervisor, property owner and For 4 x 2 orientation, locate C7-3 C6-7 C5-6 H all other interested parties. plates 0- 'l+6' from outside P BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted, moisture content of lumber software or upon request. NUMBERS/LETTERS. shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but reaction section indicates joint © 2012 MiTek® All Rights Reserved 17. Install and load vertically unless indicated otherwise. _ _ number where bearings occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: IV: 19. Review all portions of this design (front, back, words ANSI/TPI1: National Desi n Specification for Metal 9 p and pictures) before use. Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, MiTek" ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, 21.The design does not take into account any dynamic Installing & Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020