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HomeMy WebLinkAboutBLD-2025-0609 - RESIDENTIAL REMODELFIXTURES Qty Mechanical Fixtures 1 Electric Water Heater 1 Clothes Dryer and Duct 1 Range Hood 1 Refrigeration Unit 1 Stove/Range/Oven 1 Furnace 3 Exhaust Fans Qty Plumbing Fixtures PARCEL: P116540 LEGAL DESCRIPTION: APPLICANT: KEYSTONE BUILDING SERVICES LLC 909 26th St ANACORTES, WA 98221 360.610.5865 OWNER: CUSTER JAMES P CUSTER HARRIET H ANACORTES, WA 98221 VALUATIONS: Estimated construction cost 270000.00 $270,000.00 $270,000.00Total: FEES:Paid Due State Building Code Council fee $6.50 $0.00 Plan Review Fee $1,264.74 $0.00 Mechanical and plumbing remodel fixtures fees $157.15 $0.00 Building Permit Fee $1,945.75 $0.00 Storm Water Review Sq Ft $70.40 $0.00 SFR or duplex site plan review $60.00 $0.00 $0.00Totals : REQUIRED INSPECTIONS CONSTRUCTION CONTRACTOR:KEYSTONE BUILDING SERVICES LLC 1007 8th Street ANACORTES, WA 98221 360.610.5865 License: KEYSTBS876NO Expires: 08/20/2027 $3,504.54 BLD-2025-0609 RESIDENTIAL REMODEL ISSUED: EXPIRES: 09/09/2025 03/09/2027 PROJECT NAME: CUSTER PROJECT SITE ADDRESS: 2219 37TH COURT ANACORTES Page 1 of 2Printed by : Jennifer Watson on: 09/23/2025 03:47 PM City of Anacortes, WA 904 6th Street Anacortes, WA 98221 (360) 293-1901 http://cityofanacortes.org/ For inspections, please call (360) 293-1901 Mechanical Rough-In Plumbing Rough-In Shear Wall and Nailing Framing Fenestration U-Factors Insulation Drywall or Lath Roofing Final Building Final Page 2 of 2Printed by : Jennifer Watson on: 09/23/2025 03:47 PM City of Anacortes, WA RESIDENTIAL REMODEL BLD-2025-0609 MSH29 TH D 2 6 GE01 T01 T01 T01 T01 T01 T01 T01 T01 T01 T01 T01A T0 3 T0 3 A T0 3 B CJ01 J08J J08I J08H J0 2 B J0 2 A J0 2 J08G J08F J08D J08 J08B J08B J08B J08B J08B J08B J08A T0 3 C S0 3 S0 3 S0 3 S0 3 S0 3 S0 3 A S0 3 B S0 3 B S0 3 A S0 3 A S0 3 A S0 3 A T0 4 D T0 4 T0 4 A T0 4 B T0 4 C CJ 0 1 J08J J08I J08H J0 2 B J0 2 A J0 2 GE02 T02 T02 T02 CJ02 J0 6 C J0 6 B J0 6 A J02B J02A J02T02A J0 6 J0 6 J0 6 T0 2 B J08G J08F J08E J08E J08E J08E J08C J08G J08F J08D J08 26 - 0 0 - 0 0 25 - 0 0 - 0 0 51 - 0 0 - 0 0 14 - 0 0 - 0 0 1-00-00 36 - 0 0 - 0 0 51 - 0 0 - 0 0 26-00-00 6-00-00 10-06-00 13-06-00 56-00-00 12-01-08 26-04-08 17-06-00 56-00-00 Project # 2503912 Sales:Lucas VanWeerdhuizen lucasv@louwstruss.com Roof area: 3186.96sq ft Date: 7/16/2025 Name: KEYSTONE / 2219 37TH CT 2219 37TH COURT ANACORTES WA 98221-8735 Sub.: Lot: # USP hangercatalog Job 2503912 Truss CJ01 Truss Type Corner Rafter Qty 2 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:43 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-wwyXepDjsvOEZtkHTC8NbgUo8FOmtX8oQa4EoKyxOHU Scale = 1:55.6 T1 T2 T3 1 2 3 4 9 10 11 12 5 6 7 8 4x4 4x4 6x8 4x6 4x5 4x5 4x5 0-0-0 11-2-4 11-2-4 -2-9-15 2-9-15 0-0-0 2-9-8 2-9-8 2-9-15 5-7-7 2-9-15 8-5-6 2-8-14 11-2-40-1-1 11-3-52-9-15 14-1-4 2-9-15 16-11-3 2-9-15 19-9-20-7-720-4-9 0- 4 - 3 7- 6 - 1 0 0- 4 - 4 7- 2 - 6 4.24 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:0-4-0,0-2-12] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15NOIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.680.000.00 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.25-0.30-0.02 (loc)2-42-44 l/defl>551>460n/a L/d240180n/a PLATESMT20 Weight: 59 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 *Except* T2: 2x6 DF No.2 or 2x6 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-2-2 except (jt=length) 2=0-7-6, 8=Mechanical. (lb) - Max Horz2=276(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 8, 5, 6, 7 except 2=-235(LC 8), 4=-308(LC 12) Max Grav All reactions 250 lb or less at joint(s) 8, 5, 6, 7 except 2=562(LC 1), 4=538(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-9=-448/160, 9-10=-441/163, 3-10=-379/152, 3-11=-326/110, 11-12=-339/132, 4-12=-334/132 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -2-9-15 to 2-3-2, Exterior(2R) 2-3-2 to 20-3-13 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) Plates checked for a plus or minus 20 degree rotation about its center.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ofbearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 6, 7. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5, 6, 7 except (jt=lb) 2=235, 4=308. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5, 6, 7. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 103 lb up at 2-9-8,105 lb down and 103 lb up at 2-9-8, 109 lb down and 88 lb up at 5-7-7, 109 lb down and 95 lb up at 5-7-7, 61 lb down and 144 lb up at 8-5-6, 72 lb down and 148 lb up at 8-5-6, 30 lb down and 95 lb up at 11-3-5, 14 lb down and 56 lb up at 14-1-4, and 14 lb down and 56 lbup at 16-11-3, and 16 lb down and 48 lb up at 19-9-2 on top chord. The design/selection of such connection device(s) is the responsibilityof others.10) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-64Concentrated Loads (lb)Vert: 4=-17(F) 10=45(F=23, B=23) 11=-133(F=-61, B=-72) Job 2503912 Truss CJ02 Truss Type Corner Rafter Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:45 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-sI4H3VEzNWeyoAufadBrg5Z9024ELRe5uuZLsCyxOHS Scale = 1:35.7 T1 T2 T3 1 2 3 4 8 9 10 11 12 5 6 7 3x8 5x8 3x6 4x4 4x4 4x4 0-0-0 9-2-9 9-2-9 -2-9-15 2-9-15 0-0-0 2-9-8 2-9-8 2-9-15 5-7-7 2-9-15 8-5-60-9-39-2-9 2-0-12 11-3-5 2-9-15 14-1-4 2-8-14 16-10-2 0- 4 - 3 6- 3 - 1 0 0- 4 - 4 5- 1 1 - 6 4.24 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15NOIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.590.000.00 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.11-0.13-0.01 (loc)2-42-44 l/defl>999>918n/a L/d240180n/a PLATESMT20 Weight: 49 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 *Except* T2: 2x6 DF No.2 or 2x6 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-2-2 except (jt=length) 2=0-7-6, 4=0-6-11, 7=Mechanical. (lb) - Max Horz2=244(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 7, 5, 6 except 2=-204(LC 8), 4=-275(LC 12) Max Grav All reactions 250 lb or less at joint(s) 7, 5, 6 except 2=492(LC 1), 4=443(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-8=-393/136, 8-9=-386/138, 3-9=-324/122, 3-10=-317/136, 10-11=-282/102, 4-11=-287/120 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -2-9-15 to 2-3-2, Exterior(2R) 2-3-2 to 16-9-6 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) Plates checked for a plus or minus 20 degree rotation about its center.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ofbearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6 except (jt=lb) 2=204, 4=275. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5, 6. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 103 lb up at 2-9-8,111 lb down and 103 lb up at 2-9-8, 115 lb down and 91 lb up at 5-7-7, 115 lb down and 98 lb up at 5-7-7, 61 lb down and 147 lb up at 8-5-6, 72 lb down and 150 lb up at 8-5-6, and 30 lb down and 98 lb up at 11-3-5, and 14 lb down and 59 lb up at 14-1-4 on top chord. Thedesign/selection of such connection device(s) is the responsibility of others.10) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-64 Concentrated Loads (lb)Vert: 5=-17(F) 9=45(F=23, B=23) 11=-133(F=-72, B=-61) Job 2503912 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:47 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-ohC1UBGEv7ug1U12i2DJlWeafskyoKoOLC2Sx5yxOHQ Scale = 1:46.9 T1 T1 B1 ST9ST8ST7ST6ST5ST4ST3ST2ST1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 B1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 39 40 4x4 3x4 5x5 3x4 0-0-0 26-0-0 26-0-0 -2-0-0 2-0-0 0-0-0 13-0-0 13-0-0 13-0-0 26-0-0 2-0-0 28-0-0 0- 4 - 3 6- 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [30:0-2-8,0-3-0] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.260.110.09 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.02-0.030.00 (loc)212120 l/defln/rn/rn/a L/d12090n/a PLATESMT20 Weight: 161 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 26-0-0. (lb) - Max Horz2=121(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 31, 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23, 22, 20Max Grav All reactions 250 lb or less at joint(s) 30, 31, 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23, 22 except 2=281(LC 1), 20=281(LC 1) FORCES.(lb) - 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 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -2-0-0 to 1-7-3, Exterior(2N) 1-7-3 to 13-0-0, Corner(3R) 13-0-0 to 16-7-3, Exterior(2N) 16-7-3 to 28-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.603) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry GableEnd Details as applicable, or consult qualified building designer as per ANSI/TPI 1.4) All plates are 1.5x4 MT20 unless otherwise indicated.5) Plates checked for a plus or minus 20 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 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 20.0psf 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) 2, 31, 32, 33, 34, 35, 36,37, 38, 29, 28, 27, 26, 25, 24, 23, 22, 20. LOAD CASE(S) Standard Job 2503912 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:48 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-GtmPhXGsgR0XfecEGlkYIjBlPG4AXo6Xaso?TXyxOHP Scale = 1:22.7 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 4x4 3x4 3x4 0-0-0 10-6-0 10-6-0 -2-0-0 2-0-0 0-0-0 5-3-0 5-3-0 5-3-0 10-6-0 2-0-0 12-6-0 0- 4 - 3 2- 1 1 - 1 1 0- 4 - 3 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.260.110.02 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.02-0.030.00 (loc)998 l/defln/rn/rn/a L/d12090n/a PLATESMT20 Weight: 47 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.All bearings 10-6-0. (lb) - Max Horz2=58(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=281(LC 1), 8=281(LC 1) FORCES.(lb) - 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 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -2-0-0 to 1-7-3, Exterior(2N) 1-7-3 to 5-3-0, Corner(3R) 5-3-0 to 8-10-3, Exterior(2N) 8-10-3 to 12-6-0 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) Plates checked for a plus or minus 20 degree rotation about its center.6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc.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 20.0psf 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) 2, 8, 13, 14, 11, 10. LOAD CASE(S) Standard Job 2503912 Truss J02 Truss Type Jack-Open Qty 3 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:49 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-k4KovtHURl8OHoBQpTFnrxkthgRhGFdgpWXY?zyxOHO Scale = 1:21.7 T1 B1 1 2 5 6 3 43x4 0-0-0 2-0-0 2-0-0 -2-0-0 2-0-0 0-0-0 2-0-0 2-0-0 3-10-15 5-10-15 0- 4 - 3 3- 3 - 1 0 0- 4 - 1 1 2- 1 1 - 0 3- 3 - 1 0 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.480.030.00 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.00-0.00-0.00 (loc)22-43 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 15 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.(lb/size) 3=163/Mechanical, 2=355/0-5-8 (min. 0-1-8), 4=16/Mechanical Max Horz2=141(LC 12) Max Uplift3=-101(LC 12), 2=-109(LC 12) Max Grav3=163(LC 1), 2=355(LC 1), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 5-10-3 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf 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 (jt=lb) 3=101,2=109. LOAD CASE(S) Standard Job 2503912 Truss J02A Truss Type Jack-Open Qty 3 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:50 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-CGuA6DI6C2GFuxmdNAn0N8G533nw?itq1AH6YQyxOHN Scale = 1:16.7 T1 B1 1 2 5 6 3 43x4 0-0-0 2-0-0 2-0-0 -2-0-0 2-0-0 0-0-0 2-0-0 2-0-0 1-10-15 3-10-15 0- 4 - 3 2- 3 - 1 0 0- 4 - 1 1 1- 1 1 - 0 2- 3 - 1 0 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.250.030.00 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.00-0.00-0.00 (loc)22-43 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 12 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.(lb/size) 3=86/Mechanical, 2=303/0-5-8 (min. 0-1-8), 4=16/Mechanical Max Horz2=104(LC 12) Max Uplift3=-57(LC 12), 2=-95(LC 12) Max Grav3=86(LC 1), 2=303(LC 1), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 3-10-3 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf 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) 3, 2. LOAD CASE(S) Standard Job 2503912 Truss J02B Truss Type Jack-Open Qty 3 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:50 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-CGuA6DI6C2GFuxmdNAn0N8G4i3nw?itq1AH6YQyxOHN Scale = 1:11.6 T1 B1 1 2 3 43x4 0-0-0 2-0-0 2-0-0 -2-0-0 2-0-0 0-0-0 1-10-15 1-10-150-1-1 2-0-0 0- 4 - 3 1- 3 - 1 0 0- 3 - 8 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.270.030.00 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.00-0.00-0.00 (loc)22-43 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 9 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.(lb/size) 3=-13/Mechanical, 2=278/0-5-8 (min. 0-1-8), 4=16/Mechanical Max Horz2=68(LC 12) Max Uplift3=-13(LC 1), 2=-94(LC 12) Max Grav3=17(LC 8), 2=278(LC 1), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf 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) 3, 2. LOAD CASE(S) Standard Job 2503912 Truss J06 Truss Type Jack-Open Qty 3 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:51 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-hSRYKYJkzMO6W5LpxuIFwMp9dT1Ok97zGq1f4syxOHM Scale: 1/2"=1' T1 B1 1 2 5 3 43x4 0-0-0 6-7-4 6-7-4 -2-0-0 2-0-0 0-0-0 6-7-4 6-7-40-4-127-0-0 0- 4 - 3 3- 1 0 - 3 0- 6 - 5 3- 3 - 1 4 3- 1 0 - 3 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.650.400.00 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.08-0.15-0.00 (loc)2-42-43 l/defl>909>505n/a L/d240180n/a PLATESMT20 Weight: 23 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.(lb/size) 3=186/0-4-12 (min. 0-1-8), 2=428/0-5-8 (min. 0-1-8), 4=50/Mechanical Max Horz2=159(LC 12) Max Uplift3=-118(LC 12), 2=-106(LC 12) Max Grav3=186(LC 1), 2=428(LC 1), 4=114(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 6-9-10 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf 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 (jt=lb) 3=118,2=106.7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard Job 2503912 Truss J06A Truss Type Jack-Open Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:52 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-9f?wXuKMkgWz8Fw?VbpUSZMOxtNdTcN7VUmDcIyxOHL Scale = 1:21.2 T1 B1 1 2 5 6 3 43x4 0-0-0 6-7-4 6-7-4 -2-0-0 2-0-0 0-0-0 5-10-15 5-10-150-8-56-7-4 0- 4 - 3 3- 3 - 1 0 0- 3 - 8 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.420.400.00 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.08-0.15-0.00 (loc)2-42-43 l/defl>909>505n/a L/d240180n/a PLATESMT20 Weight: 21 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.(lb/size) 3=152/Mechanical, 2=401/0-5-8 (min. 0-1-8), 4=50/Mechanical Max Horz2=141(LC 12) Max Uplift3=-97(LC 12), 2=-99(LC 12) Max Grav3=152(LC 1), 2=401(LC 1), 4=114(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 5-10-3 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf 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) 3, 2. LOAD CASE(S) Standard Job 2503912 Truss J06B Truss Type Jack-Open Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:53 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-drZIkEK?VzeqlPVC2JKj?nubbHjsC3cGk8Wm8kyxOHK Scale = 1:16.5 T1 B1 1 2 5 6 3 4 3x4 0-0-0 6-7-4 6-7-4 -2-0-0 2-0-0 0-0-0 3-10-15 3-10-15 2-8-5 6-7-4 0- 4 - 3 2- 3 - 1 0 0- 3 - 8 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.300.400.00 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.08-0.15-0.00 (loc)2-42-43 l/defl>909>505n/a L/d240180n/a PLATESMT20 Weight: 18 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.(lb/size) 3=72/Mechanical, 2=353/0-5-8 (min. 0-1-8), 4=50/Mechanical Max Horz2=104(LC 12) Max Uplift3=-52(LC 12), 2=-86(LC 12) Max Grav3=72(LC 1), 2=353(LC 1), 4=114(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 3-10-3 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf 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) 3, 2. LOAD CASE(S) Standard Job 2503912 Truss J06C Truss Type Jack-Open Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:54 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-517hyaLdGHnhNZ4Oc0ryX_Rmhh2dxWsQyoFJhByxOHJ Scale: 3/4"=1' T1 B1 1 2 3 5674 3x4 0-0-0 2-0-12 2-0-12 2-0-0 4-0-12 2-0-0 6-0-120-6-86-7-4 -2-0-0 2-0-0 0-0-0 1-10-15 1-10-15 4-8-5 6-7-4 0- 4 - 3 1- 3 - 1 0 0- 3 - 8 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.270.430.00 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.09-0.17-0.00 (loc)2-42-43 l/defl>824>458n/a L/d240180n/a PLATESMT20 Weight: 15 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.(lb/size) 3=-13/Mechanical, 2=315/0-5-8 (min. 0-1-8), 4=55/Mechanical Max Horz2=68(LC 12) Max Uplift3=-13(LC 1), 2=-80(LC 12) Max Grav3=17(LC 8), 2=315(LC 1), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf 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) 3, 2.7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down at 2-0-12, and 10 lb downat 4-0-12, and 11 lb down at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.8) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 2-4=-16Concentrated Loads (lb)Vert: 7=-4(F) Job 2503912 Truss J08 Truss Type Jack-Partial Qty 2 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:54 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-517hyaLdGHnhNZ4Oc0ryX_Rlsh?NxVVQyoFJhByxOHJ Scale = 1:40.4 T1 B1 W1 1 2 3 8 9 10 4 11 5 6 7 3x4 3x4 1.5x4 0-0-0 8-0-0 8-0-0 -2-0-0 2-0-0 0-0-0 4-1-8 4-1-8 3-10-8 8-0-0 5-10-15 13-10-15 0- 4 - 3 7- 3 - 1 0 0- 4 - 1 1 6- 1 1 - 0 7- 3 - 1 0 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.330.640.09 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.19-0.340.00 (loc)2-82-88 l/defl>487>271n/a L/d240180n/a PLATESMT20 Weight: 41 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.All bearings 0-1-8 except (jt=length) 7=Mechanical, 2=0-5-8, 8=Mechanical. (lb) - Max Horz2=253(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 7, 8, 4, 5, 6 except 2=475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-9=-339/0WEBS 3-8=-268/206 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 13-10-3 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.5) Refer to girder(s) for truss to truss connections.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 4, 5, 6. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5, 6. LOAD CASE(S) Standard Job 2503912 Truss J08A Truss Type Jack-Partial Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:55 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-ZEh39wMF1bvY?jfaAkMB4C_wc4LcgylZBS?tDdyxOHI Scale = 1:39.8 T1 B1 W1 1 2 3 8 9 10 4 11 5 6 7 3x4 3x4 1.5x4 0-0-0 8-0-0 8-0-0 -2-0-0 2-0-0 0-0-0 4-1-8 4-1-8 3-10-8 8-0-0 5-7-13 13-7-13 0- 4 - 3 7- 2 - 1 0- 4 - 1 1 6- 9 - 7 7- 2 - 1 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.330.640.09 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.19-0.340.00 (loc)2-82-88 l/defl>487>271n/a L/d240180n/a PLATESMT20 Weight: 41 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.All bearings 0-1-8 except (jt=length) 7=Mechanical, 2=0-5-8, 8=Mechanical. (lb) - Max Horz2=250(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 7, 8, 4, 5, 6 except 2=475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-9=-339/0WEBS 3-8=-268/206 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 13-7-1 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.5) Refer to girder(s) for truss to truss connections.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 4, 5, 6. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5, 6. LOAD CASE(S) Standard Job 2503912 Truss J08B Truss Type Jack-Partial Qty 6 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:56 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-1QFRNGNtou1OcsDmkRtQdPW5MUhrPP?iQ6kQl3yxOHH Scale = 1:38.1 T1 B1 W1 1 2 3 8 9 10 4 5 6 7 3x4 3x4 1.5x4 0-0-0 8-0-0 8-0-0 -2-0-0 2-0-0 0-0-0 4-1-8 4-1-8 3-10-8 8-0-0 4-11-4 12-11-4 0- 4 - 3 6- 9 - 1 3 0- 4 - 1 1 6- 5 - 2 6- 9 - 1 3 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.330.640.09 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.19-0.340.00 (loc)2-82-88 l/defl>487>271n/a L/d240180n/a PLATESMT20 Weight: 40 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.All bearings 0-1-8 except (jt=length) 7=Mechanical, 2=0-5-8, 8=Mechanical. (lb) - Max Horz2=240(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 7, 8, 4, 5, 6 except 2=475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-9=-339/0WEBS 3-8=-268/205 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 12-10-8 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.5) Refer to girder(s) for truss to truss connections.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 4, 5, 6. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5, 6. LOAD CASE(S) Standard Job 2503912 Truss J08C Truss Type Jack-Partial Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:57 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-VcppacNVZC9FE0ozH8Pf9d3EUu008sgselU_HWyxOHG Scale = 1:38.0 T1 B1 W1 1 2 3 7 8 9 10 4 5 6 3x4 3x4 1.5x4 0-0-0 8-0-0 8-0-0 -2-0-0 2-0-0 0-0-0 4-1-8 4-1-8 3-10-8 8-0-0 4-10-15 12-10-15 0- 4 - 3 6- 9 - 1 0 0- 4 - 1 1 6- 5 - 0 6- 9 - 1 0 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.490.640.12 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.19-0.340.00 (loc)2-72-77 l/defl>487>271n/a L/d240180n/a PLATESMT20 Weight: 40 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.All bearings 0-1-8 except (jt=length) 6=Mechanical, 2=0-5-8, 7=Mechanical. (lb) - Max Horz2=240(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 4, 5 Max Grav All reactions 250 lb or less at joint(s) 6, 7, 4, 5 except 2=500(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-8=-441/27, 3-8=-338/41BOT CHORD 2-7=-266/341WEBS 3-7=-381/297 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 12-10-3 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) Plates checked for a plus or minus 20 degree rotation about its center.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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.5) Refer to girder(s) for truss to truss connections.6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 4, 5. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5. LOAD CASE(S) Standard Job 2503912 Truss J08D Truss Type Jack-Partial Qty 2 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:58 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-zpMBoyO7JWH6sAN9rswuiqcRrINJtJV?tPDXqyyxOHF Scale = 1:35.6 T1 B1 W1 1 2 3 7 8 9 10 4 5 6 3x4 3x4 1.5x4 0-0-0 8-0-0 8-0-0 -2-0-0 2-0-0 0-0-0 4-1-8 4-1-8 3-10-8 8-0-0 3-10-15 11-10-15 0- 4 - 3 6- 3 - 1 0 0- 4 - 1 1 5- 1 1 - 0 6- 3 - 1 0 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.330.640.09 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.19-0.340.00 (loc)2-72-77 l/defl>487>271n/a L/d240180n/a PLATESMT20 Weight: 38 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.All bearings 0-1-8 except (jt=length) 6=Mechanical, 2=0-5-8, 7=Mechanical. (lb) - Max Horz2=227(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 4, 5 Max Grav All reactions 250 lb or less at joint(s) 6, 7, 4, 5 except 2=475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-8=-339/0WEBS 3-7=-268/211 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 11-10-3 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.5) Refer to girder(s) for truss to truss connections.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 4, 5. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5. LOAD CASE(S) Standard Job 2503912 Truss J08E Truss Type Jack-Partial Qty 4 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:59 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-S?wa?HPl4pPzTKyLPZR7E28cbijYclk963z4MOyxOHE Scale = 1:35.6 T1 B1 W1 1 2 3 7 8 9 10 4 5 6 3x4 3x4 1.5x4 0-0-0 8-0-0 8-0-0 -2-0-0 2-0-0 0-0-0 4-1-8 4-1-8 3-10-8 8-0-0 3-11-4 11-11-4 0- 4 - 3 6- 3 - 1 3 0- 4 - 1 1 5- 1 1 - 2 6- 3 - 1 3 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.330.640.09 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.19-0.340.00 (loc)2-72-77 l/defl>487>271n/a L/d240180n/a PLATESMT20 Weight: 38 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.All bearings Mechanical except (jt=length) 2=0-5-8, 4=0-1-8, 5=0-1-8. (lb) - Max Horz2=227(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 4, 5 Max Grav All reactions 250 lb or less at joint(s) 6, 7, 4, 5 except 2=475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-8=-339/0WEBS 3-7=-268/211 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 11-10-8 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween 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 at joint(s) 4, 5.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 4, 5. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5. LOAD CASE(S) Standard Job 2503912 Truss J08F Truss Type Jack-Partial Qty 3 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:51:59 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-S?wa?HPl4pPzTKyLPZR7E28cbijYclk963z4MOyxOHE Scale = 1:30.7 T1 B1 W1 1 2 3 6 7 8 9 4 5 3x4 3x4 1.5x4 0-0-0 8-0-0 8-0-0 -2-0-0 2-0-0 0-0-0 4-1-8 4-1-8 3-10-8 8-0-0 1-10-15 9-10-15 0- 4 - 3 5- 3 - 1 0 0- 4 - 1 1 4- 1 1 - 0 5- 3 - 1 0 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.330.640.09 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.19-0.340.00 (loc)2-62-66 l/defl>487>271n/a L/d240180n/a PLATESMT20 Weight: 35 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.All bearings Mechanical except (jt=length) 2=0-5-8, 6=Mechanical, 4=0-1-8. (lb) - Max Horz2=201(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 4 except 2=-102(LC 12) Max Grav All reactions 250 lb or less at joint(s) 5, 6, 4 except 2=475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-7=-339/24WEBS 3-6=-268/242 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 9-10-3 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.5) Refer to girder(s) for truss to truss connections.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 4 except (jt=lb) 2=102. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. LOAD CASE(S) Standard Job 2503912 Truss J08G Truss Type Jack-Partial Qty 3 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:00 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-wBUyCdQOr7Xq5UXYzHyMnFhnL52oLC0ILjieuqyxOHD Scale = 1:25.8 T1 B1 W1 1 2 3 5 6 7 8 4 3x4 3x4 1.5x4 0-0-0 8-0-0 8-0-0 -2-0-0 2-0-0 0-0-0 4-1-0 4-1-0 3-10-0 7-10-150-1-1 8-0-0 0- 4 - 3 4- 3 - 1 0 0- 3 - 8 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.330.640.09 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.19-0.340.00 (loc)2-52-55 l/defl>487>271n/a L/d240180n/a PLATESMT20 Weight: 32 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.(lb/size) 4=108/Mechanical, 2=472/0-5-8 (min. 0-1-8), 5=175/Mechanical Max Horz2=175(LC 12) Max Uplift4=-54(LC 12), 2=-114(LC 12), 5=-51(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-6=-331/88, 6-7=-289/92WEBS 3-5=-258/274 NOTES-1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 7-10-3 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween 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) 4, 5 except (jt=lb) 2=114. LOAD CASE(S) Standard Job 2503912 Truss J08H Truss Type Jack-Open Qty 2 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:01 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-ON2KQzR0cRfhje6kW_TbKTDxgVOL4gbSZNSBRHyxOHC Scale = 1:21.2 T1 B1 1 2 5 6 3 43x4 0-0-0 8-0-0 8-0-0 -2-0-0 2-0-0 0-0-0 5-10-15 5-10-15 2-1-1 8-0-0 0- 4 - 3 3- 3 - 1 0 0- 3 - 8 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.420.620.00 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.19-0.33-0.00 (loc)2-42-43 l/defl>499>277n/a L/d240180n/a PLATESMT20 Weight: 23 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.(lb/size) 3=152/Mechanical, 2=412/0-5-8 (min. 0-1-8), 4=62/Mechanical Max Horz2=141(LC 12) Max Uplift3=-97(LC 12), 2=-95(LC 12) Max Grav3=152(LC 1), 2=412(LC 1), 4=139(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 5-10-3 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf 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) 3, 2. LOAD CASE(S) Standard Job 2503912 Truss J08I Truss Type Jack-Open Qty 2 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:01 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-ON2KQzR0cRfhje6kW_TbKTDzaVOL4gbSZNSBRHyxOHC Scale = 1:18.5 T1 B1 1 2 5 6 3 4 3x4 0-0-0 8-0-0 8-0-0 -2-0-0 2-0-0 0-0-0 3-10-15 3-10-15 4-1-1 8-0-0 0- 4 - 3 2- 3 - 1 0 0- 3 - 8 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.300.620.00 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.19-0.33-0.00 (loc)2-42-43 l/defl>499>277n/a L/d240180n/a PLATESMT20 Weight: 20 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.(lb/size) 3=72/Mechanical, 2=364/0-5-8 (min. 0-1-8), 4=62/Mechanical Max Horz2=104(LC 12) Max Uplift3=-52(LC 12), 2=-82(LC 12) Max Grav3=72(LC 1), 2=364(LC 1), 4=139(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 3-10-3 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf 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) 3, 2. LOAD CASE(S) Standard Job 2503912 Truss J08J Truss Type Jack-Open Qty 2 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:02 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-sacidJReNknYKnhw4i_qsgm8gvj4p7rbo1BkzjyxOHB Scale = 1:18.8 T1 B1 1 2 3 5674 3x4 0-0-0 2-0-12 2-0-12 2-0-0 4-0-12 2-0-0 6-0-12 1-11-4 8-0-0 -2-0-0 2-0-0 0-0-0 1-10-15 1-10-15 6-1-1 8-0-0 0- 4 - 3 1- 3 - 1 0 0- 3 - 8 6.00 12 LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.270.650.00 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.20-0.37-0.00 (loc)2-42-43 l/defl>465>258n/a L/d240180n/a PLATESMT20 Weight: 17 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.(lb/size) 3=-13/Mechanical, 2=326/0-5-8 (min. 0-1-8), 4=63/Mechanical Max Horz2=68(LC 12) Max Uplift3=-13(LC 1), 2=-76(LC 12) Max Grav3=17(LC 8), 2=326(LC 1), 4=142(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) 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) Plates checked for a plus or minus 20 degree rotation about its center. 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 20.0psf 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) 3, 2.7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down at 2-0-12, and 10 lb downat 4-0-12, and 10 lb down at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.8) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 2-4=-16 Job 2503912 Truss S03 Truss Type Roof Special Qty 5 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:03 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-KmA4rfSG82vPyxG7ePV3PuJCPJ2aYOxk1hxIV9yxOHA Scale = 1:51.7 T1 T2 B1 B2 B3 B4 W1 W2 W3 W2 W1 W4 W7W6 W5 1 2 3 4 5 6 7 814 13 12 11 10 9 15 16 17 18 4x6 3x4 3x8 3x8 1.5x4 3x4 1.5x4 5x8 3x4 3x6 3x4 3x4 4x10 0-0-0 7-6-15 7-6-15 6-11-1 14-6-0 6-11-1 21-5-1 3-1-7 24-6-82-0-026-6-8 2-5-8 29-0-0 -2-0-02-0-0 0-0-0 7-6-15 7-6-15 6-11-1 14-6-0 6-11-1 21-5-1 3-1-7 24-6-82-0-026-6-8 2-5-8 29-0-0 0- 4 - 3 7- 7 - 3 0- 4 - 3 3- 6 - 2 1- 0 - 0 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [6:0-3-8,0-1-8], [10:0-2-8,0-0-12], [11:0-5-4,0-2-0], [12:0-2-0,0-1-8], [13:0-3-12,0-2-12] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.720.760.78 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.19-0.320.20 (loc)13-1413-1410 l/defl>999>914n/a L/d240180n/a PLATESMT20 Weight: 128 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1097/0-5-8 (min. 0-1-8), 10=1347/0-5-8 (min. 0-1-8) Max Horz2=149(LC 12) Max Uplift2=-281(LC 12), 10=-302(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-15=-2885/666, 3-15=-2781/692, 3-16=-1736/339, 4-16=-1628/352, 4-17=-1628/375, 5-17=-1732/361, 5-6=-1310/248, 6-18=-383/627, 7-18=-389/579BOT CHORD 2-14=-676/2552, 13-14=-675/2548, 12-13=-169/1205, 11-12=-594/443, 10-11=-1340/433, 6-11=-1150/307 WEBS 3-14=0/282, 3-13=-1048/443, 4-13=-183/1044, 5-13=-64/365, 5-12=-565/215, 6-12=-441/1726, 7-11=-399/299 NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 14-6-0, Exterior(2R) 14-6-0 to 18-1-3, Interior(1) 18-1-3to 29-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603) Plates checked for a plus or minus 20 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=281,10=302. LOAD CASE(S) Standard Job 2503912 Truss S03A Truss Type Scissor Qty 5 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:04 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-oykT2?TuvM1Ga5rJC71Ix5rLejSGHqHuGLgr1cyxOH9 Scale = 1:50.6 T1 T2 B1 B1 W3 W2 W1 W2 W1 1 2 3 4 5 69 8 710 11 12 13 4x6 3x10 3x10 6x8 3x4 1.5x4 3x4 1.5x4 0-0-0 7-6-15 7-6-15 6-11-1 14-6-0 6-11-1 21-5-1 7-6-15 29-0-0 -2-0-02-0-0 0-0-0 7-6-15 7-6-15 6-11-1 14-6-0 6-11-1 21-5-1 7-6-15 29-0-0 0- 4 - 3 7- 7 - 3 0- 4 - 3 3- 6 - 2 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [4:0-3-0,0-1-12], [6:0-0-10,Edge], [8:0-4-0,0-3-4] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.880.470.84 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.31-0.520.36 (loc)8-98-96 l/defl>999>660n/a L/d240180n/a PLATESMT20 Weight: 116 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 *Except* T2: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0EWEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=1143/Mechanical, 2=1297/0-5-8 (min. 0-1-8) Max Horz2=147(LC 16) Max Uplift6=-256(LC 13), 2=-311(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-10=-3685/781, 3-10=-3580/807, 3-11=-2575/507, 4-11=-2467/520, 4-12=-2467/537, 5-12=-2577/514, 5-13=-3684/786, 6-13=-3791/770BOT CHORD 2-9=-778/3280, 8-9=-777/3276, 7-8=-645/3385, 6-7=-647/3393WEBS 4-8=-301/1807, 5-8=-1125/484, 5-7=0/289, 3-8=-1021/436, 3-9=0/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 14-6-0, Exterior(2R) 14-6-0 to 18-1-3, Interior(1) 18-1-3to 28-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603) Plates checked for a plus or minus 20 degree rotation about its center.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf 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. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=256,2=311. LOAD CASE(S) Standard Job 2503912 Truss S03B Truss Type Scissor Qty 2 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:05 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-G9IrGLUWgf97BFPVlqYXUJOVg6hj0Ji1U?QPa2yxOH8 Scale = 1:52.4 T1 T1 B1 B1 W3 W2 W1 W2 W1 1 2 3 4 5 6 7 10 9 811 12 13 14 4x6 3x10 5x8 3x4 1.5x4 3x4 1.5x4 3x10 0-0-0 7-6-15 7-6-15 6-11-1 14-6-0 6-11-1 21-5-1 7-6-15 29-0-0 -2-0-02-0-0 0-0-0 7-6-15 7-6-15 6-11-1 14-6-0 6-11-1 21-5-1 7-6-15 29-0-02-0-031-0-0 0- 4 - 3 7- 7 - 3 0- 4 - 3 3- 6 - 2 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [4:0-3-0,0-1-12], [6:0-0-10,Edge], [9:0-4-0,0-3-4] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.930.910.76 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.34-0.580.41 (loc)8-99-106 l/defl>997>587n/a L/d240180n/a PLATESMT20 Weight: 119 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-2-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1284/0-5-8 (min. 0-1-8), 6=1284/0-5-8 (min. 0-1-8) Max Horz2=133(LC 12) Max Uplift2=-309(LC 12), 6=-309(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-11=-3635/760, 3-11=-3530/786, 3-12=-2525/456, 4-12=-2418/470, 4-13=-2418/475, 5-13=-2525/462, 5-14=-3530/692, 6-14=-3635/666BOT CHORD 2-10=-745/3235, 9-10=-745/3231, 8-9=-544/3231, 6-8=-544/3235WEBS 4-9=-275/1758, 5-9=-1024/448, 5-8=0/281, 3-9=-1024/439, 3-10=0/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 14-6-0, Exterior(2R) 14-6-0 to 18-1-3, Interior(1) 18-1-3to 31-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603) Plates checked for a plus or minus 20 degree rotation about its center.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf 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. 6) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=309, 6=309. LOAD CASE(S) Standard Job 2503912 Truss T01 Truss Type Common Qty 10 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:06 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-kLrDThU8RzH_pP_iJX3m1WxmOW7ilqdBjf9y6UyxOH7 Scale = 1:46.9 T1 T1 B1 W3 W2 W1W2W1 B1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x4 3x5 5x8 3x4 1.5x4 3x4 1.5x4 3x5 0-0-0 6-9-4 6-9-4 6-2-12 13-0-0 6-2-12 19-2-12 6-9-4 26-0-0 -2-0-0 2-0-0 0-0-0 6-9-4 6-9-4 6-2-12 13-0-0 6-2-12 19-2-12 6-9-4 26-0-0 2-0-0 28-0-0 0- 4 - 3 6- 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-8], [9:0-4-0,0-3-0] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.480.480.46 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.08-0.130.06 (loc)98-96 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 116 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1166/0-3-8 (min. 0-1-8), 6=1166/0-3-8 (min. 0-1-8) Max Horz2=121(LC 16) Max Uplift2=-282(LC 12), 6=-282(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-11=-1805/389, 3-11=-1714/412, 3-12=-1230/336, 4-12=-1131/349, 4-13=-1131/349, 5-13=-1230/336, 5-14=-1714/412, 6-14=-1805/389BOT CHORD 2-10=-346/1523, 9-10=-346/1523, 8-9=-279/1523, 6-8=-279/1523WEBS 4-9=-143/658, 5-9=-601/251, 3-9=-601/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 13-0-0, Exterior(2R) 13-0-0 to 16-7-3, Interior(1) 16-7-3to 28-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603) Plates checked for a plus or minus 20 degree rotation about its center.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=282, 6=282. LOAD CASE(S) Standard Job 2503912 Truss T01A Truss Type Common Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:07 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-DXPbg1VnCHPrRZZutFa?ZkTwSwR4UHQKyJvVexyxOH6 Scale = 1:44.1 T1 T2 B1 W3 W2 W1W2W1 B1 1 2 3 4 5 6 987 10 11 12 13 4x4 3x5 3x5 5x8 3x4 1.5x4 3x4 1.5x4 0-0-0 6-9-4 6-9-4 6-2-12 13-0-0 6-2-12 19-2-12 6-9-4 26-0-0 -2-0-0 2-0-0 0-0-0 6-9-4 6-9-4 6-2-12 13-0-0 6-2-12 19-2-12 6-9-4 26-0-0 0- 4 - 3 6- 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:0-2-0,0-2-8], [6:0-2-10,0-1-8], [8:0-4-0,0-3-0] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.530.600.49 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.08-0.150.06 (loc)6-76-76 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 113 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=1023/0-3-8 (min. 0-1-8), 2=1171/0-3-8 (min. 0-1-8) Max Horz2=136(LC 12) Max Uplift6=-229(LC 13), 2=-283(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-10=-1818/404, 3-10=-1727/427, 3-11=-1242/340, 4-11=-1143/353, 4-12=-1143/364, 5-12=-1243/343, 5-13=-1742/446, 6-13=-1848/432BOT CHORD 2-9=-363/1534, 8-9=-363/1534, 7-8=-329/1566, 6-7=-329/1566WEBS 4-8=-159/672, 5-8=-639/269, 5-7=0/252, 3-8=-602/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 13-0-0, Exterior(2R) 13-0-0 to 16-7-3, Interior(1) 16-7-3to 25-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603) Plates checked for a plus or minus 20 degree rotation about its center.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=229, 2=283. LOAD CASE(S) Standard Job 2503912 Truss T02 Truss Type Common Qty 3 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:08 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-hkzzuMWPzaXh2i84Ry5E6x088Ks7DrfTAze3ANyxOH5 Scale = 1:20.1 T1 T2 B1 W1 1 2 3 4 5 6 7 8 4x4 3x5 3x5 1.5x4 0-0-0 5-3-0 5-3-0 5-3-0 10-6-0 -2-0-0 2-0-0 0-0-0 5-3-0 5-3-0 5-3-0 10-6-0 0- 4 - 3 2- 1 1 - 1 1 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-4] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.340.290.04 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.03-0.040.01 (loc)4-54-54 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 37 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=393/Mechanical, 2=567/0-5-8 (min. 0-1-8) Max Horz2=74(LC 12) Max Uplift4=-89(LC 13), 2=-150(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-6=-552/228, 3-6=-470/246, 3-7=-437/257, 7-8=-467/247, 4-8=-542/243BOT CHORD 2-5=-150/415, 4-5=-150/415 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 5-3-0, Exterior(2R) 5-3-0 to 8-10-3, Interior(1) 8-10-3 to 10-5-4 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=1.603) Plates checked for a plus or minus 20 degree rotation about its center.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=150. LOAD CASE(S) Standard Job 2503912 Truss T02A Truss Type California Girder Qty 1 Ply 3 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:10 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-d65kJ2YfVCoPI0ITYN7iBM5PA7TEhecmeH7AFFyxOH3 Scale = 1:39.4 T1 T2 T1 B1 W1 W2 W3 W4 W3 W5 W3 W4 W3 W2 W1 B2 1 2 34 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4x10 5x12 6x8 3x10 3x4 3x4 6x6 8x12 1.5x4 3x6 4x10 4x10 3x4 3x4 0-0-0 2-0-12 2-0-121-2-33-2-150-9-134-0-12 2-0-0 6-0-120-1-126-2-81-10-4 8-0-12 1-10-8 9-11-40-1-2 10-0-60-6-6 10-6-121-4-8 11-11-42-0-0 13-11-40-0-6 13-11-101-11-10 15-11-41-10-4 17-9-8 2-11-9 20-9-11-2-321-11-4 2-0-12 24-0-0 0-0-0 3-2-15 3-2-15 2-11-9 6-2-80-3-116-6-3 3-6-3 10-0-61-10-1411-11-4 2-0-0 13-11-40-0-6 13-11-101-11-10 15-11-41-5-1417-5-20-0-1117-5-130-3-11 17-9-82-11-9 20-9-1 3-2-15 24-0-0 0- 4 - 3 3- 3 - 1 4 3- 7 - 4 0- 4 - 3 3- 3 - 1 4 6.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-2-4], [3:0-6-4,0-3-0], [5:0-3-0,0-2-0], [6:0-1-11,0-3-0], [8:0-2-9,0-1-8], [10:0-3-8,0-2-0], [11:0-4-4,0-1-8], [12:0-6-0,Edge], [13:0-3-0,0-3-12] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15NOIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.690.630.46 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.24-0.380.08 (loc)11-1211-128 l/defl>999>740n/a L/d240180n/a PLATESMT20 Weight: 392 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except 2-0-0 oc purlins (4-9-6 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=7990/0-5-8 (min. 0-2-13), 8=6428/0-5-8 (min. 0-2-5)Max Horz1=-50(LC 13)Max Uplift1=-2078(LC 12), 8=-1909(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-15492/4125, 2-15=-15444/4132, 2-16=-14575/3978, 3-16=-14567/3987, 3-4=-17699/5002, 4-17=-17690/4998, 17-18=-17690/4998, 18-19=-17690/4998, 5-19=-17690/4998, 5-20=-12741/3907, 20-21=-12740/3907, 6-21=-12740/3907, 6-22=-13780/4206, 7-22=-13797/4198, 7-23=-12751/3814, 8-23=-12809/3806BOT CHORD 1-24=-3622/13686, 14-24=-3622/13686, 14-25=-3622/13686, 13-25=-3622/13686, 13-26=-3469/12927, 12-26=-3469/12927, 12-27=-5176/17888, 27-28=-5176/17888, 11-28=-5176/17888, 11-29=-5176/17888, 10-29=-5176/17888, 10-30=-3339/11299, 9-30=-3339/11299, 9-31=-3339/11299, 8-31=-3339/11299WEBS 2-14=-170/916, 2-13=-791/186, 3-13=-698/2965, 3-12=-1914/6283, 4-12=-1016/352, 5-12=-308/468, 5-11=-919/3501, 5-10=-6499/1779, 6-10=-1551/5586, 7-10=-608/1316, 7-9=-862/349 NOTES-1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row 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.2) 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 plyconnections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 3-9-15, Interior(1) 3-9-15 to 6-3-13, Exterior(2R) 6-3-13 to 11-4-15, Interior(1) 11-4-15 to 18-0-1, Exterior(2R) 18-0-1 to 23-1-2, Interior(1) 23-1-2 to 23-9-4 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=1.605) Provide adequate drainage to prevent water ponding.6) The Fabrication Tolerance at joint 3 = 17%7) Plates checked for a plus or minus 20 degree rotation about its center.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 20.0psf 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 (jt=lb) 1=2078, 8=1909. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job 2503912 Truss T02A Truss Type California Girder Qty 1 Ply 3 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:11 2025 Page 2 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-5Jf6WOYHGVwGwAtf65fxkaeavXpTQ5swtxtjniyxOH2NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 172 lb down and 146 lb up at 11-11-4, 172 lb down and 146 lb up at 13-11-4, and 172 lb down and 146 lb up at 15-11-4, and 411 lb down and 340 lb up at 17-5-2 on top chord, and 1127 lb down and 272 lb up at 2-0-12, 1127 lb down and 272 lb up at 4-0-12, 1127 lb down and 272 lb up at 6-0-12, 1127 lb down and 272 lb up at 8-0-12, 1171 lb down and 312 lb up at 9-11-4, 918 lb down and 333 lb up at 10-6-12, 1159 lb down and 230 lb up at 11-11-4, 78 lb down at 11-11-4, 1178 lb down and 303 lb up at 13-11-4, 78 lb down at 13-11-4, 2729 lb down and 970 lb up at 15-11-4, 78 lb down at 15-11-4, 78 lb down at 17-11-4, and 78 lb down at 19-11-4, and 89 lb down at 21-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf) Vert: 1-3=-64, 3-6=-64, 6-8=-64, 1-8=-16 Concentrated Loads (lb) Vert: 13=-1127(B) 12=-1171(B) 11=-1213(F=-34, B=-1178) 5=-122 10=-34(F) 18=-122 20=-122 21=-295 24=-1127(B) 25=-1127(B) 26=-1127(B) 27=-918(F) 28=-1193(F=-34, B=-1159) 29=-2763(F=-34, B=-2729) 30=-34(F) 31=-39(F) Job 2503912 Truss T02B Truss Type Monopitch Girder Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:12 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-ZVDUkkZv0p27XKSrgoAAGnBstxCN9dK35bcGJ8yxOH1 Scale = 1:30.5 T1 W3 B1 W1 W2 1 2 3 65 7 4 8910 3x4 1.5x4 4x4 3x4 3x4 0-0-01-0-121-0-12 2-0-0 3-0-120-4-63-5-21-7-10 5-0-12 1-6-8 6-7-4 0-0-0 3-5-2 3-5-2 3-2-2 6-7-4 3-10-12 10-6-0 0- 4 - 3 5- 7 - 3 0- 4 - 1 1 5- 2 - 8 5- 7 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15NOIRC2021/TPI2014 CSI.TCBCWBMatrix-P 0.230.400.19 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.01-0.02-0.01 (loc)1-61-64 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 40 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x6 DF No.2 or 2x6 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=850/0-5-8 (min. 0-1-8), 4=101/Mechanical, 5=934/Mechanical Max Horz1=167(LC 9) Max Uplift1=-164(LC 12), 4=-63(LC 37), 5=-317(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1023/186, 3-5=-274/242BOT CHORD 1-8=-345/878, 8-9=-345/878, 6-9=-345/878, 6-10=-345/878, 5-10=-345/878WEBS 2-6=-156/763, 2-5=-1002/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 3-9-15, Interior(1) 3-9-15 to 10-5-4 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) Plates checked for a plus or minus 20 degree rotation about its center.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1=164, 5=317. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 378 lb down and 104 lb up at 1-0-12,and 377 lb down and 105 lb up at 3-0-12, and 377 lb down and 105 lb up at 5-0-12 on bottom chord. The design/selection of suchconnection device(s) is the responsibility of others.10) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 3-4=-64, 1-5=-16 Concentrated Loads (lb) Vert: 8=-378(B) 9=-377(B) 10=-377(B) Job 2503912 Truss T03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:16 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-SGS?Z6cQ42YZ0xldveE6RdLR_YTu5F1f0DaURvyxOGz Scale = 1:52.0 T1 T2 W3 B1 W1 W2 W3 W4 W3 W5 W3 W5 W3 W5 W3 W6 T3 B2 1 2 3 45 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 5x8 1.5x4 4x4 4x10 3x4 3x4 3x4 4x10 1.5x4 7x8 4x10 5x5 6x16 3x5 5x12 0-0-02-0-122-0-121-10-93-11-50-1-7 4-0-122-0-0 6-0-121-6-77-7-30-5-98-0-122-0-010-0-121-7-1111-8-70-4-512-0-122-0-0 14-0-121-1-1015-2-60-10-516-0-11 4-4-4 20-5-0 4-4-4 24-9-40-5-225-2-62-0-027-2-61-9-1029-0-0 -2-0-02-0-0 0-0-0 3-11-5 3-11-5 3-7-14 7-7-30-1-57-8-90-2-67-10-152-1-13 10-0-121-7-11 11-8-70-4-5 12-0-122-0-0 14-0-121-1-10 15-2-60-10-5 16-0-114-4-4 20-5-0 4-4-4 24-9-40-5-225-2-62-0-027-2-61-9-1029-0-0 0- 4 - 3 4- 0 - 4 4- 3 - 1 1 4- 0 - 4 6.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-1-7], [4:0-3-0,0-3-0], [7:0-2-8,0-3-0], [11:0-3-4,0-1-8], [12:0-4-4,0-3-4], [13:0-4-0,0-4-8], [14:0-3-8,0-2-0] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15NOIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.670.810.91 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.16-0.260.06 (loc)13-1413-1411 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 175 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x6 DF No.2 or 2x6 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-9 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2127/0-5-8 (min. 0-2-5), 11=3096/0-5-8 (min. 0-3-5) Max Horz2=155(LC 36) Max Uplift2=-699(LC 12), 11=-1118(LC 9)Max Grav2=2159(LC 25), 11=3096(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-17=-3876/1244, 17-18=-3818/1251, 3-18=-3806/1257, 3-4=-3676/1325, 4-19=-3947/1449, 5-19=-3953/1450, 5-20=-3945/1446, 20-21=-3945/1446, 21-22=-3945/1446, 22-23=-3945/1446, 6-23=-3945/1446, 6-24=-2134/787, 24-25=-2134/787, 7-25=-2134/787, 7-26=-2134/787, 26-27=-2134/787, 8-27=-2134/787 BOT CHORD 2-30=-1232/3388, 16-30=-1232/3388, 16-31=-1232/3388, 15-31=-1232/3388, 15-32=-1237/3227, 32-33=-1237/3227, 14-33=-1237/3227, 14-34=-1305/3621, 34-35=-1305/3621, 35-36=-1305/3621, 13-36=-1305/3621, 13-37=-1305/3621, 37-38=-1305/3621, 12-38=-1305/3621WEBS 3-16=-13/256, 3-15=-293/76, 4-15=-76/551, 4-14=-391/1024, 5-14=-542/230, 6-14=-195/440, 6-13=-147/524, 6-12=-1939/713, 7-12=-359/162, 8-12=-1073/3012, 8-11=-2535/984, 8-10=-155/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 7-8-9, Exterior(2R) 7-8-9 to 12-9-10, Interior(1) 12-9-10 to 28-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) Plates checked for a plus or minus 20 degree rotation about its center.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=699, 11=1118. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job 2503912 Truss T03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:16 2025 Page 2 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-SGS?Z6cQ42YZ0xldveE6RdLR_YTu5F1f0DaURvyxOGzNOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 440 lb down and 389 lb up at 7-8-9, 143 lb down and 125 lb up at 10-0-12, 148 lb down and 130 lb up at 12-0-12, 148 lb down and 130 lb up at 14-0-12, 148 lb down and 130 lb up at 15-2-6, 148 lb down and 130 lb up at 17-2-6, 148 lb down and 130 lb up at 19-2-6, 148 lb down and 130 lb up at 21-2-6, 148 lb down and 130 lb up at 23-2-6, and 148 lb down and 130 lb up at 25-2-6, and 148 lb down and 130 lb up at 27-2-6 on top chord, and 106 lb down at 2-0-12, 103 lb down at 4-0-12, 103 lb down at 6-0-12, 159 lb down and 67 lb up at 8-0-12, 166 lb down and 71 lb up at 10-0-12, 166 lb down and 72 lb up at 12-0-12, 166 lb down and 72 lb up at 14-0-12, 166 lb down and 72 lb up at 15-2-6, 166 lb down and 72 lb up at 17-2-6, 166 lb down and 72 lb up at 19-2-6, 166 lb down and 72 lb up at 21-2-6, 166 lb down and 72 lb up at 23-2-6, and 166 lb down and 72 lb up at 25-2-6, and 166 lb down and 72 lb up at 27-2-6 on bottom chord. Thedesign/selection of such connection device(s) is the responsibility of others.10) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-64, 4-9=-64, 2-10=-16 Concentrated Loads (lb) Vert: 4=-357 16=-46(F) 19=-48 20=-48 22=-48 23=-48 24=-48 25=-48 26=-48 27=-48 28=-48 29=-48 30=-47(F) 31=-46(F) 32=-159(F) 33=-166(F) 34=-166(F) 35=-166(F) 36=-166(F) 37=-166(F) 38=-166(F) 39=-166(F) 40=-166(F) 41=-166(F) 42=-166(F) Job 2503912 Truss T03A Truss Type Roof Special Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:19 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-sr88C7eINzw8tPUBamop2GzxnmXTIiy5iBp82EyxOGw Scale = 1:52.0 T1 T2 W2 B1 W1 W2 W3 W2 W4 W2 W5 B2 1 2 3 4567 11 10 9 8 12 13 14 15 1617 18 19 20 21 22 23 4x5 1.5x4 3x6 4x10 1.5x4 5x5 4x10 1.5x4 4x10 3x4 0-0-0 9-7-4 9-7-4 7-5-7 17-0-11 7-8-9 24-9-4 4-2-12 29-0-0 -2-0-02-0-0 0-0-0 4-11-5 4-11-5 4-7-15 9-7-40-3-119-10-150-0-119-11-102-1-2 12-0-122-0-0 14-0-121-1-10 15-2-61-10-5 17-0-112-1-1119-2-6 5-6-14 24-9-4 4-2-12 29-0-0 0- 4 - 3 5- 0 - 4 5- 3 - 1 0 5- 0 - 4 6.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [4:0-0-11,0-2-0], [10:0-2-8,0-3-4] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.760.620.45 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.16-0.290.04 (loc)2-112-119 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 146 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-4 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt 5-11, 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1104/0-5-8 (min. 0-1-8), 9=1329/0-5-8 (min. 0-1-8) Max Horz2=197(LC 11)Max Uplift2=-325(LC 12), 9=-472(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-12=-1654/470, 12-13=-1589/478, 3-13=-1531/486, 3-4=-1355/406, 4-14=-1164/400, 14-15=-1164/400, 15-16=-1164/400, 16-17=-1164/400, 17-18=-1164/400, 5-18=-1164/400 BOT CHORD 2-11=-512/1402, 10-11=-333/1083, 9-10=-333/1083 WEBS 3-11=-277/187, 4-11=-6/306, 5-10=0/262, 5-9=-1358/409, 6-9=-418/200 NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 9-4-11, Exterior(2R) 9-4-11 to 14-5-13, Interior(1)14-5-13 to 28-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 20 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=325,9=472.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 123 lb up at 9-11-10,34 lb down and 89 lb up at 12-0-12, 35 lb down and 94 lb up at 14-0-12, 35 lb down and 94 lb up at 15-2-6, 35 lb down and 94 lb up at 17-2-6, 35 lb down and 94 lb up at 19-2-6, 35 lb down and 94 lb up at 21-2-6, 35 lb down and 94 lb up at 23-2-6, and 35 lb down and 94 lb up at 25-2-6, and 35 lb down and 94 lb up at 27-2-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-4=-64, 4-7=-64, 2-8=-16 Continued on page 2 Job 2503912 Truss T03A Truss Type Roof Special Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:19 2025 Page 2 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-sr88C7eINzw8tPUBamop2GzxnmXTIiy5iBp82EyxOGw LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-0 Job 2503912 Truss T03B Truss Type GABLE Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:21 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-oEFudpgZvaAr6ieahBqH8h2IZZFEmX5OAUIF77yxOGu Scale = 1:51.4 T1 T2 W3 B1 W1 W2 W3 W4 W3 W5 W3 W6 B2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 1 2 3 45 67 12 11 10 9 8 45 46 47 48 49 50 51 52 53 54 55 56 4x10 3x4 3x5 3x4 3x4 5x8 4x10 0-0-0 5-11-5 5-11-5 5-7-15 11-7-4 6-5-7 18-0-11 6-8-9 24-9-4 4-2-12 29-0-0 -2-0-02-0-0 0-0-0 5-11-5 5-11-5 5-7-15 11-7-40-1-5 11-8-90-2-6 11-10-152-1-13 14-0-121-1-10 15-2-62-0-0 17-2-60-10-5 18-0-11 6-8-9 24-9-40-5-225-2-62-0-027-2-61-9-1029-0-0 0- 4 - 3 6- 0 - 4 6- 3 - 1 0 6- 0 - 4 6.00 12 Plate Offsets (X,Y)-- [4:0-4-12,0-2-0], [6:0-4-4,0-2-0], [9:0-2-4,0-0-12], [10:0-3-0,0-3-0], [17:0-1-15,0-0-12], [20:0-1-15,0-0-12] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.680.480.80 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.07-0.120.03 (loc)11-1210-119 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 229 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2OTHERS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-7 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1144/0-5-8 (min. 0-1-8), 9=1673/0-5-8 (min. 0-1-13) Max Horz2=233(LC 11)Max Uplift2=-302(LC 12), 9=-569(LC 9)Max Grav2=1144(LC 1), 9=1680(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-45=-1789/394, 3-45=-1726/414, 3-46=-1284/311, 4-46=-1212/330, 4-47=-936/293, 47-48=-937/293, 48-49=-938/292, 49-50=-940/292, 5-50=-943/293, 5-51=-942/292, 51-52=-942/292, 52-53=-942/292, 6-53=-942/292 BOT CHORD 2-12=-529/1527, 11-12=-529/1527, 10-11=-381/1076 WEBS 3-11=-518/227, 4-11=-72/427, 4-10=-269/132, 5-10=-650/273, 6-10=-387/1337, 6-9=-1566/567 NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 11-8-9, Exterior(2R) 11-8-9 to 16-9-11, Interior(1) 16-9-11 to 28-10-4 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) Provide adequate drainage to prevent water ponding.5) All plates are 1.5x4 MT20 unless otherwise indicated.6) Plates checked for a plus or minus 20 degree rotation about its center.7) Gable studs spaced at 2-0-0 oc.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 20.0psf 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, with BCDL = 8.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=302, 9=569. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 123 lb up at 11-8-9,95 lb down and 89 lb up at 14-0-12, 88 lb down and 83 lb up at 15-2-6, 84 lb down and 45 lb up at 17-2-6, 84 lb down and 45 lb up at 19-2-6, 84 lb down and 45 lb up at 21-2-6, 84 lb down and 45 lb up at 23-2-6, and 84 lb down and 45 lb up at 25-2-6, and 84 lb downand 45 lb up at 27-2-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 Job 2503912 Truss T03B Truss Type GABLE Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:22 2025 Page 2 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-HQpGq9hBguIiksDmFuLWgubSJzbTV_LXO81ofZyxOGt 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, 2-8=-16 Concentrated Loads (lb) Vert: 47=-0 48=-0 50=-64 51=-64 52=-64 53=-64 54=-64 55=-64 Job 2503912 Truss T03C Truss Type California Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:23 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-lcNe1VipRBQZM0ozpcslD68e5NtLEUFhdonMB?yxOGs Scale = 1:53.2 T1 T2 T3 T4 W10 B1 B2 B3 B4 W1 W2 W3 W4 W4 W3 W5 W6 W7 W9 W8 1 2 3 4 5 678 16 15 14 13 12 11 10 9 17 18 19 4x10 4x10 4x6 3x4 3x8 5x5 4x5 3x4 3x4 1.5x4 3x4 3x4 4x5 4x10 3x4 0-0-0 7-0-1 7-0-1 6-7-3 13-7-40-10-1214-6-00-10-1215-4-122-4-917-9-5 6-9-3 24-6-8 4-5-8 29-0-0 -2-0-02-0-0 0-0-0 7-0-1 7-0-1 6-7-3 13-7-40-1-5 13-8-90-2-6 13-10-151-2-2 15-1-10-3-11 15-4-122-4-9 17-9-56-9-3 24-6-8 4-5-8 29-0-0 0- 4 - 3 7- 0 - 4 5- 1 1 - 8 7- 3 - 1 0 5- 1 1 - 8 3- 6 - 2 1- 0 - 0 7- 0 - 4 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [4:0-3-12,0-1-12], [5:0-3-12,0-1-12], [6:0-3-0,0-2-4], [7:0-2-4,0-1-12], [8:0-1-12,0-1-8], [10:0-2-8,0-1-8], [11:0-7-4,0-2-4], [12:0-2-0,0-2-0], [14:0-2-8,0-2-12] LOADING (psf)TCLLTCDLBCLL BCDL 25.07.00.0 * 8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress Incr Code 2-0-01.151.15YES IRC2021/TPI2014 CSI.TCBCWB Matrix-SH 0.610.750.63 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.21-0.340.22 (loc)15-1615-1610 l/defl>999>855n/a L/d240180n/a PLATESMT20 Weight: 160 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-5 max.): 4-5, 6-8.BOT CHORD Rigid ceiling directly applied or 5-5-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1140/0-5-8 (min. 0-1-8), 10=1383/0-5-8 (min. 0-1-8) Max Horz2=248(LC 34)Max Uplift2=-291(LC 12), 10=-413(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-17=-3090/778, 3-17=-2994/802, 3-18=-2047/574, 4-18=-1942/588, 4-5=-1733/573, 5-6=-1813/551, 6-7=-1559/384 BOT CHORD 2-16=-1009/2740, 15-16=-1009/2740, 14-15=-696/1757, 13-14=-619/1619, 12-13=-563/1660, 10-11=-1349/456, 7-11=-1162/391 WEBS 3-16=0/253, 3-15=-929/416, 4-15=-83/441, 5-14=-304/705, 6-12=-1063/408, 7-12=-560/1792 NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 13-8-9, Exterior(2E) 13-8-9 to 17-9-5, Interior(1) 17-9-5to 28-10-4 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) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 20 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ofbearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=291,10=413. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 46 lb up at 13-8-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job 2503912 Truss T03C Truss Type California Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:23 2025 Page 2 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-lcNe1VipRBQZM0ozpcslD68e5NtLEUFhdonMB?yxOGs LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-64, 4-5=-64, 5-6=-64, 6-8=-64, 2-14=-16, 11-14=-16, 9-10=-16 Concentrated Loads (lb) Vert: 4=-91 Job 2503912 Truss T04 Truss Type CALIFORNIA GIRDER Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:27 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-dOd9tslKUQx?qd5k2SxhNyIJH_BQAEiGYQlZKmyxOGo Scale = 1:54.2 T1 T2 T4 B1 W1 W2 W3 W4 W3 W5 W3 W5 W3 W6 W8 T3 B2 W7 1 2 3 45 6 78 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 5x12 3x4 4x10 3x4 3x4 3x4 7x8 1.5x4 3x4 4x10 5x6 5x12 5x12 7x10 M18AHS 0-0-02-0-122-0-121-10-93-11-50-1-74-0-122-0-0 6-0-121-6-87-7-40-5-88-0-122-0-010-0-122-0-012-0-120-7-512-8-11-4-1114-0-121-10-815-11-42-0-017-11-40-0-12 18-0-0 5-3-15 23-3-15 2-7-5 25-11-42-0-027-11-41-0-1229-0-0 -2-0-02-0-00-0-0 3-11-5 3-11-5 3-7-15 7-7-40-1-57-8-90-2-67-10-152-1-13 10-0-122-0-0 12-0-120-7-5 12-8-11-4-11 14-0-121-10-8 15-11-42-0-0 17-11-40-0-12 18-0-05-3-15 23-3-150-7-523-11-42-0-0 25-11-42-1-1328-1-10-2-6 28-3-70-3-1 28-6-80-5-8 29-0-0 0- 4 - 3 4- 0 - 4 4- 3 - 1 1 3- 1 0 - 3 4- 0 - 4 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-3], [4:0-5-12,0-2-12], [7:0-3-0,0-3-4], [8:0-5-4,0-2-8], [10:Edge,0-4-4], [11:0-2-0,0-1-12], [13:0-3-12,0-4-8] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15NOIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.660.940.85 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.25-0.400.09 (loc)12-1312-1310 l/defl>999>849n/a L/d240180n/a PLATESMT20M18AHS Weight: 173 lb FT = 25% GRIP220/195169/162 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 *Except* T2: 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF No.2 or 2x6 DF-N No.1/No.2 *Except* B2: 2x6 DF 2400F 2.0EWEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-2 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 6-3-14 oc bracing.WEBS 1 Row at midpt 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2575/0-5-8 (min. 0-2-12), 10=2745/Mechanical Max Horz2=156(LC 9)Max Uplift2=-843(LC 12), 10=-954(LC 12)Max Grav2=2575(LC 25), 10=2745(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-16=-4738/1547, 16-17=-4678/1550, 3-17=-4668/1556, 3-4=-4607/1646, 4-18=-5445/1963, 18-19=-5447/1963, 5-19=-5454/1963, 5-20=-5443/1958, 20-21=-5443/1958, 6-21=-5443/1958, 6-22=-3472/1257, 22-23=-3472/1257, 7-23=-3472/1257, 7-24=-3483/1262, 24-25=-3475/1261, 8-25=-3474/1261 BOT CHORD 2-26=-1522/4152, 15-26=-1522/4152, 15-27=-1522/4152, 14-27=-1522/4152, 14-28=-1552/4063, 28-29=-1552/4063, 29-30=-1552/4063, 13-30=-1552/4063, 13-31=-1910/5249, 31-32=-1910/5249, 12-32=-1910/5249, 12-33=-1910/5249, 33-34=-1910/5249, 11-34=-1910/5249, 11-35=-196/409, 35-36=-196/409, 36-37=-196/409, 10-37=-196/409WEBS 3-14=-314/90, 4-14=-84/597, 4-13=-626/1792, 5-13=-675/282, 6-12=-155/572, 6-11=-2154/782, 7-11=-586/252, 8-11=-1347/3866, 8-10=-2471/939 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 7-8-9, Exterior(2R) 7-8-9 to 12-8-1, Interior(1) 12-8-1 to28-3-7, Exterior(2E) 28-3-7 to 28-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 20 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=843,10=954.10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job 2503912 Truss T04 Truss Type CALIFORNIA GIRDER Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:27 2025 Page 2 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-dOd9tslKUQx?qd5k2SxhNyIJH_BQAEiGYQlZKmyxOGoNOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 415 lb down and 389 lb up at 7-8-9, 48 lb down and 125 lb up at 10-0-12, 50 lb down and 130 lb up at 12-0-12, 50 lb down and 130 lb up at 14-0-12, 100 lb down and 149 lb up at 15-11-4, 50 lb down and 130 lb up at 17-11-4, 50 lb down and 130 lb up at 19-11-4, 50 lb down and 130 lb up at 21-11-4, 50 lb down and 130 lb up at 23-11-4, and 48 lb down and 125 lb up at 25-11-4, and 71 lb down and 125 lb up at 28-3-7 on top chord, and 106 lb down at 2-0-12, 103 lb down at 4-0-12, 103 lb down at 6-0-12, 159 lb down and 67 lb up at 8-0-12, 166 lb down and 71 lb up at 10-0-12, 166 lb down and 72 lb up at 12-0-12, 166 lb down and 72 lb up at 14-0-12, 216 lb down and 95 lb up at 15-11-4, 166 lb down and 72 lb up at 17-11-4, 166 lb down and 72 lb up at 19-11-4, 166 lb down and 72 lb up at 21-11-4, 166 lb down and 72 lb up at 23-11-4, and 166 lb down and 71 lb up at 25-11-4, and 160 lb down and 66 lb up at 27-11-4 on bottom chord. Thedesign/selection of such connection device(s) is the responsibility of others.12) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-64, 4-8=-64, 8-9=-64, 2-10=-16 Concentrated Loads (lb) Vert: 4=-357 15=-46(B) 12=-166(B) 6=-48 8=-48 18=-48 19=-48 20=-48 21=-100 22=-48 23=-48 24=-48 25=-48 26=-47(B) 27=-46(B) 28=-159(B) 29=-166(B) 30=-166(B) 31=-166(B) 32=-216(B) 33=-166(B) 34=-166(B) 35=-166(B) 36=-166(B) 37=-160(B) Job 2503912 Truss T04A Truss Type California Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:30 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-2zIIVunCnLJah5qJjaUO?awttBHTNiVjEOzDx5yxOGl Scale = 1:52.0 T1 T2 T3 B1 W1 W2 W3 W2 W4 W2 W3 W2 W6 W5 B2 1 2 3 4567 8 13 12 11 10 9 14 15 16 17 1819 20 21 22 23 24 25 4x4 4x10 3x6 4x10 1.5x4 5x5 4x10 1.5x4 4x10 3x5 1.5x4 4x4 0-0-0 9-7-4 9-7-4 5-6-12 15-2-0 5-8-1 20-10-0 5-6-12 26-4-12 2-7-4 29-0-0 -2-0-02-0-0 0-0-0 4-11-5 4-11-5 4-7-15 9-7-40-3-119-10-150-0-119-11-102-1-2 12-0-122-0-0 14-0-121-1-3 15-2-00-9-5 15-11-42-0-0 17-11-42-10-12 20-10-0 5-3-1 26-1-10-2-6 26-3-70-1-5 26-4-122-7-4 29-0-0 0- 4 - 3 5- 0 - 4 5- 3 - 1 0 3- 1 0 - 3 5- 0 - 4 6.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [4:0-0-3,0-1-12], [10:0-2-4,0-1-8], [11:0-2-8,0-2-0], [12:0-2-8,0-3-0] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.450.660.40 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.17-0.320.06 (loc)2-132-139 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 154 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-4 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 7-11-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1338/0-5-8 (min. 0-1-8), 9=1194/Mechanical Max Horz2=172(LC 11) Max Uplift2=-356(LC 12), 9=-287(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-14=-2153/538, 14-15=-2089/552, 3-15=-2030/554, 3-4=-1855/469, 4-16=-1619/457, 16-17=-1620/457, 17-18=-1620/457, 18-19=-1620/457, 5-19=-1620/457, 5-20=-1529/446, 20-21=-1529/446, 21-22=-1529/446, 6-22=-1529/446, 6-23=-1536/448, 23-24=-1535/448, 24-25=-1530/449, 7-25=-1530/449, 7-8=-669/229, 8-9=-1183/314 BOT CHORD 2-13=-616/1843, 12-13=-574/1906, 11-12=-574/1906, 10-11=-207/591 WEBS 3-13=-275/201, 4-13=-91/498, 5-13=-472/205, 5-11=-491/148, 6-11=-435/194, 7-11=-371/1265, 7-10=-763/260, 8-10=-275/1008 NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 9-4-11, Exterior(2R) 9-4-11 to 14-5-13, Interior(1)14-5-13 to 26-3-7, Exterior(2E) 26-3-7 to 28-10-4 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) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 20 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=356,9=287.9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 123 lb up at 9-11-10, 34 lb down and 89 lb up at 12-0-12, 35 lb down and 94 lb up at 14-0-12, 100 lb down and 149 lb up at 15-11-4, 34 lb down and 89 lb up at 17-11-4, 34 lb down and 89 lb up at 19-11-4, 34 lb down and 89 lb up at 21-11-4, and 34 lb down and 89 lb up at 23-11-4, and 54 lb down and 121 lb up at 26-3-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job 2503912 Truss T04A Truss Type California Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:30 2025 Page 2 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-2zIIVunCnLJah5qJjaUO?awttBHTNiVjEOzDx5yxOGl 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, 7-8=-64, 2-9=-16 Concentrated Loads (lb) Vert: 17=-0 20=-100 Job 2503912 Truss T04B Truss Type California Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:31 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-W9sgjEoqYeRRJFPVHH0dXoT_nbgh6BRsT2jnTXyxOGk Scale = 1:52.7 T1 T2 T3 T4 T5 B1 W1 W2 W3 W4 W3 W5 W6 W5 W8 W7 B2 1 2 3 4 56 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 4x10 5x12 4x10 3x6 5x5 3x4 1.5x4 3x4 3x5 3x5 1.5x4 3x5 0-0-0 5-11-5 5-11-5 5-7-15 11-7-4 5-9-8 17-4-120-4-9 17-9-5 6-8-15 24-6-4 4-5-12 29-0-0 -2-0-02-0-0 0-0-0 5-11-5 5-11-5 5-7-15 11-7-40-1-5 11-8-90-2-6 11-10-152-1-13 14-0-121-10-8 15-11-41-3-5 17-2-90-2-3 17-4-120-4-9 17-9-56-5-4 24-2-90-3-1124-6-4 4-5-12 29-0-0 0- 4 - 3 6- 0 - 4 5- 1 1 - 8 6- 3 - 1 0 3- 1 0 - 3 6- 0 - 4 6.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-2-0], [5:0-4-4,0-2-12], [7:0-4-12,0-2-0], [8:0-2-4,0-1-8], [12:0-2-8,0-3-0] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.760.470.29 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.08-0.140.05 (loc)13-1413-149 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 161 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-12 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 8-1-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1322/0-5-8 (min. 0-1-8), 9=1175/Mechanical Max Horz2=182(LC 36) Max Uplift2=-315(LC 12), 9=-214(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-15=-2139/490, 3-15=-2057/510, 3-16=-1662/443, 4-16=-1574/457, 4-17=-1459/451, 17-18=-1460/451, 18-19=-1461/451, 5-19=-1467/451, 5-6=-1441/451, 6-20=-1453/446, 7-20=-1448/447, 7-21=-810/284, 21-22=-870/276, 8-22=-925/271, 8-9=-1148/336 BOT CHORD 2-14=-608/1820, 13-14=-608/1820, 12-13=-465/1402, 11-12=-467/1461, 10-11=-270/789 WEBS 3-13=-468/224, 4-13=-69/350, 6-11=-536/197, 7-11=-257/916, 7-10=-541/220, 8-10=-280/996 NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 11-8-9, Exterior(2R) 11-8-9 to 15-3-13, Interior(1)15-3-13 to 17-7-5, Exterior(2E) 17-7-5 to 17-9-5, Interior(1) 17-9-5 to 24-4-15, Exterior(2R) 24-4-15 to 28-0-2, Interior(1) 28-0-2 to 28-10-4zone; 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) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 20 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=315,9=214.9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 123 lb up at 11-8-9, and 34 lb down and 89 lb up at 14-0-12, and 64 lb down and 45 lb up at 15-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job 2503912 Truss T04B Truss Type California Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:31 2025 Page 2 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-W9sgjEoqYeRRJFPVHH0dXoT_nbgh6BRsT2jnTXyxOGk LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-64, 4-5=-64, 5-6=-64, 6-7=-64, 7-8=-64, 2-9=-16 Concentrated Loads (lb) Vert: 17=-0 19=-64 Job 2503912 Truss T04C Truss Type California Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:32 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-_LQ2wapSJyZIxP_hr?Xs4?082?_0rav0iiSK0_yxOGj Scale = 1:52.7 T1 T2 T3 T4 T5 B1 W1 W2 W3 W4 W3 W5 W6 W7 W6 W9 W8 B2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 4x10 4x4 4x10 3x6 5x5 3x4 1.5x4 4x10 3x5 4x10 3x5 1.5x4 4x4 0-0-0 6-11-5 6-11-5 6-7-15 13-7-41-9-815-4-12 4-4-9 19-9-5 6-8-15 26-6-4 2-5-12 29-0-0 -2-0-02-0-0 0-0-0 6-11-5 6-11-5 6-7-15 13-7-40-1-5 13-8-90-2-6 13-10-151-2-2 15-1-10-3-11 15-4-124-4-9 19-9-5 6-3-12 26-1-10-5-326-6-42-5-12 29-0-0 0- 4 - 3 7- 0 - 4 4- 1 1 - 8 7- 3 - 1 0 3- 1 0 - 3 7- 0 - 4 6.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-2-0], [5:0-0-3,0-1-12], [6:0-4-8,0-2-4], [7:0-4-12,0-2-0], [11:0-2-0,0-1-8], [12:0-1-12,0-1-8], [14:0-2-8,0-3-0] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.790.530.54 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.09-0.170.05 (loc)14-1514-1510 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 169 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-12 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 8-3-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1342/0-5-8 (min. 0-1-8), 10=1187/Mechanical Max Horz2=192(LC 36) Max Uplift2=-323(LC 12), 10=-296(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-16=-2157/482, 3-16=-2065/505, 3-17=-1554/422, 4-17=-1445/436, 4-5=-1297/432, 5-18=-1428/452, 6-18=-1496/437, 6-19=-1613/462, 19-20=-1609/463, 7-20=-1604/463, 7-9=-642/218, 9-10=-1187/351 BOT CHORD 2-15=-573/1830, 14-15=-573/1830, 13-14=-398/1287, 12-13=-495/1629, 11-12=-228/583 WEBS 3-15=0/263, 3-14=-621/263, 4-14=-87/366, 5-13=-120/389, 6-13=-519/177, 6-12=-661/229, 7-12=-322/1272, 7-11=-793/318, 9-11=-330/1055 NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS(envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 13-8-9, Exterior(2E) 13-8-9 to 15-7-5, Exterior(2R)15-7-5 to 19-2-8, Interior(1) 19-2-8 to 26-5-9, Exterior(2E) 26-1-1 to 28-10-4 zone; cantilever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 20 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=323,10=296.9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 46 lb up at 13-8-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf)Vert: 1-4=-64, 4-5=-64, 5-6=-64, 6-20=-64, 7-20=-14, 7-8=-64, 7-9=-64, 2-10=-16 Continued on page 2 Job 2503912 Truss T04C Truss Type California Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:33 2025 Page 2 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-SX_Q8wp44Gh8YYYuOi25dDYJoPKFa199wMCtYQyxOGi LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-91 Job 2503912 Truss T04D Truss Type Common Qty 1 Ply 1 KEYSTONE / 2219 37TH CT Job Reference (optional)Run: 8.830 s Dec 31 2024 Print: 8.830 s Dec 31 2024 MiTek Industries, Inc. Wed Jul 16 17:52:33 2025 Page 1 Louws Truss, Inc., Ferndale, WA 98248 ID:r1eBwib7LTM?EUH_1YP4mlyxP3L-SX_Q8wp44Gh8YYYuOi25dDYLSPHGa_T9wMCtYQyxOGi Scale = 1:49.1 T1 T2 B1 W3 W2 W1W2W1 B1 1 2 3 4 5 6 987 10 11 12 13 4x5 3x8 3x8 5x8 3x4 1.5x4 3x4 1.5x4 0-0-0 7-6-4 7-6-4 6-11-12 14-6-0 6-11-12 21-5-12 7-6-4 29-0-0 -2-0-02-0-0 0-0-0 7-6-4 7-6-4 6-11-12 14-6-0 6-11-12 21-5-12 7-6-4 29-0-0 0- 4 - 3 7- 7 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-1-8], [4:0-2-8,0-2-4], [6:0-4-12,0-1-8], [8:0-4-0,0-3-0] LOADING (psf)TCLLTCDLBCLLBCDL 25.07.00.0 *8.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2021/TPI2014 CSI.TCBCWBMatrix-SH 0.680.720.71 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.12-0.220.07 (loc)6-76-76 l/defl>999>999n/a L/d240180n/a PLATESMT20 Weight: 126 lb FT = 25% GRIP220/195 LUMBER- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=1143/Mechanical, 2=1297/0-5-8 (min. 0-1-8) Max Horz2=148(LC 12) Max Uplift6=-256(LC 13), 2=-311(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-10=-2034/414, 3-10=-1934/440, 3-11=-1391/355, 4-11=-1280/369, 4-12=-1280/380, 5-12=-1393/357, 5-13=-1981/466, 6-13=-2086/450BOT CHORD 2-9=-408/1716, 8-9=-408/1716, 7-8=-341/1774, 6-7=-341/1774WEBS 4-8=-161/754, 5-8=-734/306, 5-7=0/284, 3-8=-670/281, 3-9=0/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 14-6-0, Exterior(2R) 14-6-0 to 18-1-3, Interior(1) 18-1-3to 28-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603) Plates checked for a plus or minus 20 degree rotation about its center.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=256, 2=311. LOAD CASE(S) Standard