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40 Dutton ISLAND PPRI23-0004 Trusses SLD16023 Swingley Ridge Rd Chesterfield, MO 63017 MiTek USA, Inc. RE: Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Design Program: MiTek 20/20 8.5 1 of 2 This package includes 53 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: 55.0 psf May 25, 2022 ORegan, Philip The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource-Jacksonville. Truss Design Engineer's Name: ORegan, PhilipMy license renewal date for the state of Florida is February 28, 2023. 2974557 & 2974565 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the designparameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Site Information: Lot/Block: .Customer: Christopher Homes Inc. Project Name: 2974557 & 2974565 Subdivision: .Address: 38 & 40 Dutton Island Rd. State: FloridaCity: Duval Model: Lambo Place Florida COA: 6634 No. Seal# Truss Name Date 1 T27820976 CJ01 5/25/2022 2 T27820977 CJ02 5/25/2022 3 T27820978 CJ03 5/25/2022 4 T27820979 CJ04 5/25/2022 5 T27820980 CJ05 5/25/2022 6 T27820981 CJ06 5/25/2022 7 T27820982 F01 5/25/2022 8 T27820983 F02 5/25/2022 9 T27820984 F03 5/25/2022 10 T27820985 F04 5/25/2022 11 T27820986 F05 5/25/2022 12 T27820987 F06 5/25/2022 13 T27820988 F07 5/25/2022 14 T27820989 F08 5/25/2022 15 T27820990 F09 5/25/2022 16 T27820991 F10 5/25/2022 17 T27820992 F11 5/25/2022 18 T27820993 F12 5/25/2022 19 T27820994 F13 5/25/2022 20 T27820995 F14 5/25/2022 No. Seal# Truss Name Date 21 T27820996 HJ01 5/25/2022 22 T27820997 HJ02 5/25/2022 23 T27820998 T01 5/25/2022 24 T27820999 T02 5/25/2022 25 T27821000 T03 5/25/2022 26 T27821001 T04 5/25/2022 27 T27821002 T05 5/25/2022 28 T27821003 T06 5/25/2022 29 T27821004 T07 5/25/2022 30 T27821005 T08 5/25/2022 31 T27821006 T09 5/25/2022 32 T27821007 T10 5/25/2022 33 T27821008 T11 5/25/2022 34 T27821009 T12 5/25/2022 35 T27821010 T13 5/25/2022 36 T27821011 T14 5/25/2022 37 T27821012 T15 5/25/2022 38 T27821013 T16 5/25/2022 39 T27821014 T17 5/25/2022 40 T27821015 T18 5/25/2022 SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC11/18/2022APPROVEDCHRISTOPHER SABOURIN SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACTDOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLEFOR CONFIRMING AND CORRELATING DIMENSIONS ATJOBSITE FOR TOLERANCE. CLEARANCE, QUANTITIES,FABRICATION PROCESSES AND TECHNIQUES OFCONSTRUCTION COORDINATION OF THEIR WORK WITHOTHER TRADES AND FULL COMPLIANCE WITH CONTRACTDOCUMENTS 01/16/2023 By Toni Gindlesperger at 9:14 am, Feb 02, 2023 16023 Swingley Ridge Rd Chesterfield, MO 63017 MiTek USA, Inc. RE: 2974557 & 2974565 - 2 of 2 Site Information: Lot/Block: . Project Customer: Christopher Homes Inc. Project Name: 2974557 & 2974565 Subdivision: .Address: 38 & 40 Dutton Island Rd. State: FloridaCity, County: Duval No. Seal# Truss Name Date 41 T27821016 T19 5/25/2022 42 T27821017 T20 5/25/2022 43 T27821018 T21 5/25/2022 44 T27821019 T22 5/25/2022 45 T27821020 T23 5/25/2022 46 T27821021 T24 5/25/2022 47 T27821022 T25 5/25/2022 48 T27821023 T26 5/25/2022 49 T27821024 T27 5/25/2022 50 T27821025 T28 5/25/2022 51 T27821026 T29 5/25/2022 52 T27821027 T30 5/25/2022 53 T27821028 T31 5/25/2022 01/16/2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss CJ01 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T27820976 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:36 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-JmRe82GiBPiCeupaNOu9BA3NQhkm7gbXDzld?HzD2xT Scale = 1:12.8 1 2 5 3 4 3x8 2-9-15 2-9-15 -1-8-0 1-8-0 2-9-15 2-9-15 0-10-31-11-111-7-51-11-114.77 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MR 0.26 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=83(LC 8) Max Uplift 5=-132(LC 8), 3=-49(LC 12) Max Grav 5=221(LC 1), 3=43(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 5 and 49 lb uplift at joint 3. These truss designs are based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. This applies to all truss design drawings in this job. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss CJ02 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T27820977 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:37 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-ny?0LOHKyjr3F2Omx5QOkNbUu5?Cs7rhRdVAYkzD2xS Scale = 1:20.1 1 2 5 3 43x8 6-2-3 6-2-3 -1-8-0 1-8-0 6-2-3 6-2-3 0-10-33-3-112-11-53-3-114.77 12 Plate Offsets (X,Y)-- [5:0-2-2,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MR 0.54 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 -0.04 (loc) 4-5 4-5 3 l/defl >999 >757 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=147(LC 12) Max Uplift 5=-149(LC 8), 3=-126(LC 12), 4=-2(LC 12) Max Grav 5=308(LC 1), 3=138(LC 1), 4=83(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-286/328 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 5, 126 lb uplift at joint 3 and 2 lb uplift at joint 4. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss CJ03 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) T27820978 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:37 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-ny?0LOHKyjr3F2Omx5QOkNbVU5?Ms7rhRdVAYkzD2xS Scale = 1:27.3 1 2 5 3 4 4x4 4x4 5-0-0 5-0-0 -1-8-0 1-8-0 5-0-0 5-0-0 1-3-94-7-94-2-64-7-98.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MR 0.50 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.05 -0.08 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=208(LC 12) Max Uplift 5=-66(LC 12), 3=-142(LC 12), 4=-19(LC 12) Max Grav 5=276(LC 1), 3=131(LC 19), 4=67(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-255/196 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 5, 142 lb uplift at joint 3 and 19 lb uplift at joint 4. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss CJ04 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T27820979 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:38 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-G8ZPZkIyj1zwtCzyVpxdHb8hWVNnba5qgHEk4AzD2xR Scale = 1:22.0 1 2 5 3 4 3x4 4x4 3-8-13 3-8-13 -1-8-0 1-8-0 3-8-13 3-8-13 1-3-93-9-73-4-43-9-78.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MR 0.42 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=167(LC 12) Max Uplift 5=-61(LC 12), 3=-105(LC 12), 4=-18(LC 12) Max Grav 5=243(LC 1), 3=90(LC 19), 4=48(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 5, 105 lb uplift at joint 3 and 18 lb uplift at joint 4. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss CJ05 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T27820980 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:39 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-kK7nm4JbUK5mVMY82WSspohsPvlTK1L_vx_HcczD2xQ Scale = 1:18.0 1 2 5 3 4 2x4 4x4 2-6-8 2-6-8 -1-8-0 1-8-0 2-6-8 2-6-8 1-3-92-11-140-5-32-6-112-11-148.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MR 0.41 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=128(LC 12) Max Uplift 5=-58(LC 12), 3=-67(LC 12), 4=-17(LC 12) Max Grav 5=218(LC 1), 3=46(LC 19), 4=30(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 5, 67 lb uplift at joint 3 and 17 lb uplift at joint 4. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss CJ06 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T27820981 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:40 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-CXh9_QJDFeDd6W7LcEz5M0D2_J6U3Ub78bjr93zD2xP Scale = 1:14.0 1 2 5 3 4 2x4 3x4 1-4-3 1-4-3 -1-8-0 1-8-0 1-4-3 1-4-3 1-3-92-2-51-9-22-2-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MR 0.36 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=91(LC 12) Max Uplift 5=-66(LC 12), 3=-31(LC 1), 4=-23(LC 12) Max Grav 5=222(LC 1), 3=13(LC 8), 4=12(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 5, 31 lb uplift at joint 3 and 23 lb uplift at joint 4. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F01 Truss Type Floor Supported Gable Qty 1 Ply 1 Job Reference (optional) T27820982 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:41 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-gjEXBmKr0yLUkfiXAxUKuDmHCiSOoxUGMFTOhVzD2xO Scale = 1:36.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 36 35 34 33 3231 30 29 28 27 26 25 24 23 22 21 20 19 37 38 3x4 3x6 FP 3x4 3x6 FP 21-8-0 21-8-0 0-1-8 0-1-8 1-2-01-2-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 89 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-8-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 36, 19, 35, 34, 33, 32, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F02 Truss Type Floor Qty 32 Ply 1 Job Reference (optional) T27820983 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:42 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-8vovP6LTnFTLMpHjkf?ZRRJJO6YRXGdQbvCxDxzD2xN Scale = 1:36.7 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 3x6 FP 1.5x3 SP 1.5x3 4x4 1.5x3 4x4 4x6 4x6 3x6 3x4 3x6 FP 3x6 1.5x3 1.5x3 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 12-6-8 8-6-8 17-8-0 5-1-8 20-2-0 2-6-0 21-8-0 1-6-0 1-3-0 1-11-0 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [7:0-1-8,Edge], [12:0-1-8,Edge], [19:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.99 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.62 0.08 (loc) 18 18 13 l/defl >566 >412 n/a L/d 360 240 n/a PLATES MT20 Weight: 109 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except* 13-21: 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-19,17-18. REACTIONS. (size)24=0-3-0, 13=0-5-0 Max Grav 24=781(LC 1), 13=781(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-777/0, 12-13=-777/0, 1-2=-937/0, 2-3=-2370/0, 3-4=-3381/0, 4-5=-3381/0, 5-6=-3991/0, 6-7=-3991/0, 7-8=-3893/0, 8-9=-3377/0, 9-10=-3378/0, 10-11=-2369/0, 11-12=-937/0 BOT CHORD 22-23=0/1771, 20-22=0/2942, 19-20=0/3720, 18-19=0/3991, 17-18=0/3991, 16-17=0/3746, 15-16=0/2945, 14-15=0/1770 WEBS 12-14=0/1137, 1-23=0/1137, 11-14=-1084/0, 2-23=-1086/0, 11-15=0/779, 2-22=0/779, 10-15=-750/0, 3-22=-745/0, 10-16=0/552, 3-20=0/561, 8-16=-471/0, 5-20=-437/0, 8-17=0/336, 5-19=-28/586, 7-17=-408/165 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 21 = 11% 4) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F03 Truss Type Floor Qty 3 Ply 1 Job Reference (optional) T27820984 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:43 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-c6MIcSM5YZbCzzswHMWozeraLW0hGnaZqZyVlNzD2xM Scale = 1:19.3 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 1.5x3 1.5x3 1.5x3 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 9-5-0 5-5-0 10-8-12 1-3-12 10-9-8 0-0-12 11-6-4 0-8-12 1-3-0 1-5-0 0-5-12 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.47 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 0.01 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 61 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS. (size)15=0-3-0, 9=0-3-8 Max Grav 15=384(LC 3), 9=435(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-380/0, 1-2=-418/0, 2-3=-895/0, 3-4=-962/0, 4-5=-962/0, 5-6=-394/0 BOT CHORD 13-14=0/782, 12-13=0/962, 11-12=0/962, 10-11=0/746 WEBS 6-9=-455/0, 1-14=0/505, 6-10=0/460, 2-14=-474/0, 5-10=-458/0, 5-11=0/347 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F04 Truss Type Floor Qty 3 Ply 1 Job Reference (optional) T27820985 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:44 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-4IwgpnNjJtj3b7Q6r421WsOlEwNs?Evj2Di2IqzD2xL Scale = 1:17.7 1 2 3 4 5 6 13 12 11 10 9 8 7 14 1.5x3 1.5x3 1.5x3 1.5x3 1-6-0 1-6-0 6-7-8 5-1-8 9-1-8 2-6-0 10-6-0 1-4-8 1-3-0 1-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.41 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 54 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-0, 7=Mechanical Max Grav 13=374(LC 1), 7=378(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-367/0, 6-7=-373/0, 1-2=-394/0, 2-3=-917/0, 3-4=-917/0, 4-5=-852/0, 5-6=-388/0 BOT CHORD 11-12=0/745, 10-11=0/917, 9-10=0/917, 8-9=0/744 WEBS 6-8=0/495, 1-12=0/474, 5-8=-464/0, 2-12=-458/0, 2-11=0/297 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F05 Truss Type Floor Girder Qty 1 Ply 1 Job Reference (optional) T27820986 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:45 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-YUU217NM4ArwDH?IPnZG33xqiKkHkgrsHtRbqGzD2xK Scale = 1:8.5 1 2 3 4 8 7 6 5 9 10 11 12 3x4 3x4 1.5x3 3x4 1.5x3 3x4 3x4 3x4 1.5x3 1.5x3 THA422 THA422 THA422 4-0-0 4-0-0 1-1-0 0-11-0 1-3-0 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.34 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 24 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Grav 8=571(LC 1), 5=709(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-586/0, 4-5=-686/0, 1-2=-544/0, 2-3=-544/0, 3-4=-544/0 BOT CHORD 6-7=0/544 WEBS 4-6=0/631, 1-7=0/672, 2-7=-364/0, 3-6=-440/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Use Simpson Strong-Tie THA422 (Single Chord Girder) or equivalent spaced at 1-4-0 oc max. starting at 0-9-12 from the left end to 3-5-12 to connect truss(es) to back face of top chord. 4) Fill all nail holes where hanger is in contact with lumber. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-7, 1-4=-67 Concentrated Loads (lb) Vert: 3=-334(B) 11=-335(B) 12=-345(B) May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F06 Truss Type Floor Supported Gable Qty 2 Ply 1 Job Reference (optional) T27820987 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:46 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-1h2QETO_rUznqRaVzU4VbHT96j9bTBl?WXB9MizD2xJ Scale = 1:17.8 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 3x4 3x4 10-10-8 10-10-8 0-1-8 0-1-8 1-2-01-2-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-10-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F07 Truss Type Floor Supported Gable Qty 1 Ply 1 Job Reference (optional) T27820988 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:47 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-VtcoSpPcco5eSa9hWCbk8U0Kx7VnCe?9lBwiu9zD2xI Scale = 1:18.4 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 3x4 3x4 11-2-8 11-2-8 0-1-8 0-1-8 1-2-01-2-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F08 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T27820989 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:47 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-VtcoSpPcco5eSa9hWCbk8U0Gs7NpCbQ9lBwiu9zD2xI Scale = 1:18.8 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 1.5x3 1.5x3 1.5x3 1.5x3 1-6-0 1-6-0 7-2-8 5-8-8 9-8-8 2-6-0 11-2-8 1-6-0 1-3-0 1-8-8 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.53 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 57 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-5-0, 7=0-3-0 Max Grav 13=398(LC 1), 7=398(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-389/0, 6-7=-393/0, 1-2=-421/0, 2-3=-1026/0, 3-4=-1026/0, 4-5=-945/0, 5-6=-436/0 BOT CHORD 11-12=0/804, 10-11=0/1026, 9-10=0/1026, 8-9=0/816 WEBS 6-8=0/526, 1-12=0/508, 5-8=-495/0, 2-12=-498/0, 2-11=0/368 NOTES-(4) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F09 Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T27820990 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:48 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-z3ABf9QEN5DV4kkt4v6zgiZRdXkNx2nIzrgGRbzD2xH Scale = 1:36.7 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 12 25 26 3x4 3x6 FP 1.5x3 1.5x3 3x4 3x6 FP 1.5x3 3x6 1.5x3 1.5x3 1.5x3 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 9-6-0 5-6-0 10-9-12 1-3-12 12-1-8 1-3-12 17-8-0 5-6-8 20-2-0 2-6-0 21-8-0 1-6-0 1-3-0 1-6-0 1-6-8 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,Edge], [16:0-1-8,Edge], [20:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.50 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 0.01 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 108 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-10-8 except (jt=length) 12=0-3-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 19, 20 Max Grav All reactions 250 lb or less at joint(s) 24, 19, 23, 22, 20, 21 except 12=360(LC 4), 18=585(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-356/0, 7-8=-819/0, 8-9=-819/0, 9-10=-806/0, 10-11=-387/0 BOT CHORD 18-19=-340/0, 17-18=-340/0, 16-17=0/537, 15-16=0/819, 14-15=0/819, 13-14=0/726 WEBS 6-18=-558/0, 11-13=0/467, 6-17=0/508, 10-13=-441/0, 7-17=-522/0, 7-16=0/387 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F10 Truss Type Floor Girder Qty 1 Ply 1 Job Reference (optional) T27820991 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:50 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-vSHx4rRUujTDJ2uGCK8Rm7emvLSgPztbR99MVTzD2xF Scale = 1:30.7 1 2 3 4 5 6 7 8 9 21 20 19 18 17 16 15 14 13 12 11 10 22 23 1.5x3 1.5x3 1.5x3 3x6 1.5x3 1.5x3 1.5x3 1.5x3 1-6-0 1-6-0 6-2-0 4-8-0 7-5-12 1-3-12 8-9-8 1-3-12 14-2-0 5-4-8 16-8-0 2-6-0 18-2-0 1-6-0 1-3-0 1-11-0 1-4-8 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.26 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) 19 19 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 91 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-9-0 except (jt=length) 21=0-5-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 11, 15, 12, 14, 13 except 21=259(LC 3), 16=409(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-258/0, 2-3=-442/0, 3-4=-285/0 BOT CHORD 19-20=0/442, 18-19=0/442, 17-18=0/442 WEBS 4-16=-396/0, 1-20=0/294, 4-17=0/285, 2-20=-255/0, 3-17=-297/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F11 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T27820992 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:51 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-NerJHBS6f0b3xCTSl2ggIKBy?km58Pilfpuw1wzD2xE Scale = 1:30.7 1 2 3 4 5 6 7 8 9 21 20 19 18 17 16 15 14 13 12 11 10 22 23 1.5x3 1.5x3 1.5x3 3x6 1.5x3 1.5x3 1.5x3 1.5x3 1-6-0 1-6-0 6-4-0 4-10-0 7-7-12 1-3-12 8-11-8 1-3-12 14-2-0 5-2-8 16-8-0 2-6-0 18-2-0 1-6-0 1-3-0 2-1-0 1-2-8 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.44 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.06 0.01 (loc) 12-13 12-13 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 91 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,15-16. REACTIONS. (size)21=0-5-0, 10=0-3-0, 16=0-5-8 Max Grav 21=258(LC 3), 10=373(LC 7), 16=709(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-257/0, 9-10=-369/0, 2-3=-442/0, 4-5=-349/0, 5-6=-907/0, 6-7=-907/0, 7-8=-854/0, 8-9=-403/0 BOT CHORD 19-20=0/442, 18-19=0/442, 17-18=0/442, 16-17=-275/0, 15-16=-275/0, 14-15=0/705, 13-14=0/907, 12-13=0/907, 11-12=0/754 WEBS 4-16=-675/0, 1-20=0/291, 4-17=0/322, 2-20=-253/0, 3-17=-368/0, 9-11=0/487, 4-15=0/483, 8-11=-457/0, 5-15=-495/0, 5-14=0/356 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F12 Truss Type Floor Qty 31 Ply 1 Job Reference (optional) T27820993 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:52 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-rrPhVXTlQKjwYM2eJlBvrYj5680etpduuTeTaMzD2xD Scale = 1:30.7 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 1.5x3 4x4 1.5x3 4x4 4x4 4x4 3x6 1.5x3 1.5x3 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 6-6-0 2-6-0 14-2-0 7-8-0 16-8-0 2-6-0 18-2-0 1-6-0 1-3-0 1-0-8 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [10:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.80 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.32 0.05 (loc) 15 14-15 11 l/defl >925 >669 n/a L/d 360 240 n/a PLATES MT20 Weight: 93 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-5-0, 11=0-3-0 Max Grav 20=653(LC 1), 11=653(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-649/0, 10-11=-649/0, 1-2=-768/0, 2-3=-1897/0, 3-4=-2559/0, 4-5=-2798/0, 5-6=-2798/0, 6-7=-2598/0, 7-8=-2598/0, 8-9=-1892/0, 9-10=-770/0 BOT CHORD 18-19=0/1447, 17-18=0/2325, 16-17=0/2798, 15-16=0/2798, 14-15=0/2769, 13-14=0/2317, 12-13=0/1449 WEBS 10-12=0/933, 1-19=0/931, 9-12=-884/0, 2-19=-883/0, 9-13=0/577, 2-18=0/586, 8-13=-553/0, 3-18=-557/0, 8-14=0/359, 3-17=0/355, 4-17=-417/0, 6-15=-174/273 NOTES-(4) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F13 Truss Type Floor Qty 9 Ply 1 Job Reference (optional) T27820994 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:53 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-J1z4isUNBesnAVcrtTi8NlGIJYRucHU177N16ozD2xC Scale = 1:24.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 1.5x3 1.5x3 1.5x3 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 10-6-0 6-6-0 13-0-0 2-6-0 14-6-0 1-6-0 1-3-0 1-3-0 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.48 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.13 0.03 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 73 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-5-0, 9=0-3-8 Max Grav 16=518(LC 1), 9=518(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-515/0, 8-9=-515/0, 1-2=-593/0, 2-3=-1395/0, 3-4=-1770/0, 4-5=-1770/0, 5-6=-1770/0, 6-7=-1395/0, 7-8=-593/0 BOT CHORD 14-15=0/1112, 13-14=0/1657, 12-13=0/1770, 11-12=0/1657, 10-11=0/1112 WEBS 8-10=0/717, 1-15=0/717, 7-10=-676/0, 2-15=-676/0, 7-11=0/368, 2-14=0/368, 6-11=-341/0, 3-14=-341/0, 6-12=-42/298, 3-13=-42/298 NOTES-(4) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss F14 Truss Type Floor Supported Gable Qty 1 Ply 1 Job Reference (optional) T27820995 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:54 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-oDXSwCU?yx_eofB1RADNwzoWAyuVLpjBMn7aeFzD2xB Scale = 1:30.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 3x4 3x4 18-2-0 18-2-0 0-1-8 0-1-8 1-2-01-2-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 76 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-2-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 30, 16, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss HJ01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T27820996 8.530 s Jan 6 2022 MiTek Industries, Inc. Wed May 25 11:11:52 2022 Page 1 Builders FirstSource, Jacksonville, Fl 32244 ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-XVoRbgxDSsiufuPU?_SrtPXn5dVe_z7aeJV?C4zCzsr Scale = 1:27.1 1 2 3 4 8 7 6 9 10 11 12 13 14 15 16 17 5 3x6 6x8 4x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 0-0-10 0-0-10 4-9-5 4-8-11 9-6-9 4-9-5 -3-3-0 3-3-0 4-9-5 4-9-5 9-6-9 4-9-5 1-3-94-6-110-4-34-2-84-6-114.10 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.28 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 LBR SCAB 1-4 2x4 SP No.2 one side BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=0-9-8, 4=Mechanical, 5=Mechanical Max Horz 8=226(LC 22) Max Uplift 8=-435(LC 4), 4=-114(LC 4), 5=-191(LC 8) Max Grav 8=518(LC 1), 4=120(LC 1), 5=194(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-504/444, 2-3=-359/266 BOT CHORD 6-7=-343/290 WEBS 2-7=-254/397, 3-6=-336/398 NOTES-(9) 1) Attached 13-7-8 scab 1 to 4, front face(s) 2x4 SP No.2 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 2-7-11 from end at joint 1, nail 1 row(s) at 7" o.c. for 4-8-6. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 435 lb uplift at joint 8, 114 lb uplift at joint 4 and 191 lb uplift at joint 5. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 5-8=-10 Concentrated Loads (lb) Vert: 7=5(F) 10=24(F) 11=-32(B) 12=-8(F) 14=4(B) 16=-18(B) 17=-3(F) May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss HJ02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T27820997 8.530 s Jan 6 2022 MiTek Industries, Inc. Wed May 25 11:12:24 2022 Page 1 Builders FirstSource, Jacksonville, Fl 32244 ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-bfjXJcKHvhkLUpseti1LA9sFiXTqUTqI?IFhKDzCzsL Scale = 1:15.4 1 2 5 3 4 2x4 4x4 2-6-5 2-5-15 -2-4-5 2-4-5 2-6-5 2-6-5 1-3-92-5-145.66 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MR 0.62 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-0, 3=Mechanical, 4=Mechanical Max Horz 5=104(LC 12) Max Uplift 5=-126(LC 12), 3=-35(LC 12), 4=-8(LC 1) Max Grav 5=289(LC 1), 3=6(LC 19), 4=27(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-258/316 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 5, 35 lb uplift at joint 3 and 8 lb uplift at joint 4. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Job Reference (optional) T27820998 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:57 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-CoCaYEXtFsMDf7wc6In4YbQyc9vpYAHd2lLEFZzD2x8 Scale = 1:28.1 1 2 3 4 5 6 7 11 10 9 84x8 3x4 6-4-4 6-4-4 -1-8-0 1-8-0 6-4-4 6-4-4 0-4-74-3-18.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-4-4. (lb) - Max Horz 2=242(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 11, 10, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11, 10, 9. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T02 Truss Type Monopitch Qty 5 Ply 1 Job Reference (optional) T27820999 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:58 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-g_mzlaXV0AU4GHVog0IJ4pz4KZ8LHd2mGP5nn0zD2x7 Scale = 1:30.3 1 2 3 4 2x4 2x4 3x4 6-4-4 6-4-4 -1-8-0 1-8-0 6-4-4 6-4-4 0-4-74-7-58.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.55 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.14 0.00 (loc) 4-7 4-7 2 l/defl >765 >541 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-5-8 Max Horz 2=250(LC 12) Max Uplift 4=-163(LC 12), 2=-108(LC 12) Max Grav 4=213(LC 19), 2=306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=163, 2=108. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T03 Truss Type Monopitch Supported Gable Qty 2 Ply 1 Job Reference (optional) T27821000 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:58 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-g_mzlaXV0AU4GHVog0IJ4pz95ZF_Hd2mGP5nn0zD2x7 Scale = 1:15.7 1 2 3 4 2x4 2x4 2x4 -1-8-0 1-8-0 2-4-4 2-4-4 0-4-71-11-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=2-4-4, 2=2-4-4 Max Horz 2=121(LC 12) Max Uplift 4=-29(LC 12), 2=-105(LC 12) Max Grav 4=43(LC 19), 2=202(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 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) 4 except (jt=lb) 2=105. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T04 Truss Type Monopitch Qty 3 Ply 1 Job Reference (optional) T27821001 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:25:59 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-8BKLzwY8nUcxuQ4_DjpYd0WJjzaO04IwV2qLKSzD2x6 Scale = 1:15.7 1 2 3 4 2x4 2x4 3x4 2-4-4 2-4-4 -1-8-0 1-8-0 2-4-4 2-4-4 0-4-71-11-58.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.26 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-5-8 Max Horz 2=120(LC 12) Max Uplift 4=-29(LC 12), 2=-105(LC 12) Max Grav 4=43(LC 19), 2=202(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=105. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Job Reference (optional) T27821002 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:00 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-cNujAGZmYnkoWafBnRKnAE2VbNxMlXX3kiausuzD2x5 Scale = 1:16.2 1 2 3 4 2x4 2x4 2x4 -1-8-0 1-8-0 2-6-0 2-6-0 0-4-72-0-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=2-6-0, 2=2-6-0 Max Horz 2=125(LC 12) Max Uplift 4=-35(LC 12), 2=-104(LC 12) Max Grav 4=51(LC 19), 2=205(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 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) 4 except (jt=lb) 2=104. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T06 Truss Type MONOPITCH GIRDER Qty 2 Ply 2 Job Reference (optional) T27821003 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:02 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-Zm0Tbxa04P_WluoZvsMFFf8nuAQpDFiMB03?wnzD2x3 Scale = 1:49.1 1 2 3 4 5 6 10 9 8 7141516171819202122 3x4 2x4 6x8 7x8 7x8 3x4 2x4 3x6 6x8 5x6 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 5-7-0 5-7-0 10-10-8 5-3-8 16-2-0 5-3-8 21-9-0 5-7-0 5-7-0 5-7-0 10-10-8 5-3-8 16-2-0 5-3-8 21-9-0 5-7-0 0-9-08-1-64.06 12 Plate Offsets (X,Y)-- [1:Edge,0-3-14], [7:Edge,0-4-4], [8:0-3-8,0-4-0], [9:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.81 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.26 0.05 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 285 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 7-9: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS. (size)7=0-3-8, 1=0-5-8 Max Horz 1=356(LC 19) Max Uplift 7=-1756(LC 4), 1=-1558(LC 4) Max Grav 7=3806(LC 1), 1=3654(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7648/3237, 2-3=-5875/2465, 3-5=-3143/1291 BOT CHORD 1-10=-3356/7188, 9-10=-3356/7188, 8-9=-2514/5449, 7-8=-1350/2935 WEBS 2-10=-455/1101, 2-9=-1801/878, 3-9=-1049/2497, 3-8=-3165/1466, 5-8=-1626/3810, 5-7=-4280/1968 NOTES-(9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 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) 7=1756, 1=1558. 7) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 20-0-12 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T06 Truss Type MONOPITCH GIRDER Qty 2 Ply 2 Job Reference (optional) T27821003 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:02 2022 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-Zm0Tbxa04P_WluoZvsMFFf8nuAQpDFiMB03?wnzD2x3 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-54, 7-11=-10 Concentrated Loads (lb) Vert: 8=-608(B) 14=-608(B) 15=-608(B) 16=-608(B) 17=-608(B) 18=-608(B) 19=-608(B) 20=-608(B) 21=-608(B) 22=-608(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T07 Truss Type Monopitch Qty 7 Ply 1 Job Reference (optional) T27821004 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:02 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-Zm0Tbxa04P_WluoZvsMFFf8lKAPEDLaMB03?wnzD2x3 Scale: 1/4"=1' 1 2 3 4 5 6 7 9 81415 3x4 3x4 3x8 3x4 5x8 2x4 3x4 6x8 10-10-8 10-10-8 21-9-0 10-10-8 -1-8-0 1-8-0 7-4-3 7-4-3 14-4-13 7-0-11 21-9-0 7-4-3 0-9-08-1-64.06 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [9:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.85 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.54 0.03 (loc) 8-9 8-9 8 l/defl >731 >482 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. WEBS 1 Row at midpt 7-8, 6-8 REACTIONS. (size)2=0-5-8, 8=0-3-8 Max Horz 2=393(LC 8) Max Uplift 2=-403(LC 8), 8=-436(LC 12) Max Grav 2=788(LC 1), 8=688(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1295/631, 4-6=-989/444 BOT CHORD 2-9=-909/1175, 8-9=-506/663 WEBS 4-9=-370/379, 6-9=-192/500, 6-8=-808/622 NOTES-(5) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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 = 5.0psf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=403, 8=436. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T08 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T27821005 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:04 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-V87E0dcGb0ED?Cyy0GPjK4DBf_HqhKaffKY6?fzD2x1 Scale = 1:41.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 5x8 3x4 3x6 3x4 16-6-8 16-6-8 -1-8-0 1-8-0 8-3-4 8-3-4 16-6-8 8-3-4 1-3-96-5-80-11-68.00 12 Plate Offsets (X,Y)-- [2:0-7-7,0-0-0], [3:0-0-9,0-1-0], [10:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.08 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 1 1 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-6-8. (lb) - Max Horz 32=189(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 29, 30, 23, 22, 21, 20 except 32=-144(LC 8), 18=-129(LC 11), 31=-141(LC 9), 19=-180(LC 13) Max Grav All reactions 250 lb or less at joint(s) 32, 18, 26, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 27, 28, 29, 30, 23, 22, 21, 20 except (jt=lb) 32=144, 18=129, 31=141, 19=180. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T09 Truss Type Common Qty 5 Ply 1 Job Reference (optional) T27821006 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:05 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-zLhcDzduMKM4cLX8a_wytHmLnOXrQjwot_HfX6zD2x0 Scale = 1:40.2 1 2 3 4 5 6 9 8 7 4x4 3x4 5x8 4x4 4x4 3x4 5x6 5x6 8-3-4 8-3-4 16-6-8 8-3-4 -1-8-0 1-8-0 4-3-6 4-3-6 8-3-4 3-11-14 12-3-2 3-11-14 16-6-8 4-3-6 1-3-96-9-121-3-98.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.28 0.47 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.13 0.01 (loc) 7-8 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-5-8, 7=Mechanical Max Horz 9=195(LC 11) Max Uplift 9=-274(LC 12), 7=-209(LC 13) Max Grav 9=628(LC 1), 7=514(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-510/306, 4-5=-510/307, 2-9=-268/252 BOT CHORD 8-9=-241/468, 7-8=-194/426 WEBS 4-8=-189/352, 3-9=-528/218, 5-7=-496/237 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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) 9=274, 7=209. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T10 Truss Type Common Structural Gable Qty 1 Ply 1 Job Reference (optional) T27821007 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:07 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-vjpMefe9uxcosfhXhPyQyireXBBouZH5LImmc_zD2x_ Scale = 1:51.0 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 4x4 4x4 5x8 4x4 4x4 6x8 4x4 6x8 4-2-0 4-2-0 10-3-4 6-1-4 20-6-8 10-3-4 -1-8-0 1-8-0 5-3-6 5-3-6 10-3-4 4-11-14 15-3-2 4-11-14 20-6-8 5-3-6 1-3-98-1-121-3-98.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [9:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.63 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.40 0.02 (loc) 8-9 8-9 8 l/defl >733 >483 n/a L/d 240 180 n/a PLATES MT20 Weight: 206 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-5-8 except (jt=length) 8=Mechanical. (lb) - Max Horz 13=236(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 11 except 13=-347(LC 12), 8=-266(LC 13) Max Grav All reactions 250 lb or less at joint(s) 10, 10, 11, 12 except 13=718(LC 1), 8=634(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-628/390, 5-6=-628/392, 2-13=-304/293 BOT CHORD 12-13=-324/604, 11-12=-324/604, 10-11=-324/604, 9-10=-324/604, 8-9=-260/554 WEBS 5-9=-250/434, 6-9=-265/280, 4-9=-260/273, 4-13=-666/266, 6-8=-600/308 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 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) 11 except (jt=lb) 13=347, 8=266. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T11 Truss Type Common Qty 4 Ply 1 Job Reference (optional) T27821008 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:08 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-NwNls?fnfFkfTpGjF6TfUwOpHbUFd0mFayWJ7RzD2wz Scale: 1/4"=1' 1 2 3 4 5 6 9 8 7 4x4 4x4 5x8 4x4 4x4 4x4 6x8 6x8 10-3-4 10-3-4 20-6-8 10-3-4 -1-8-0 1-8-0 5-3-6 5-3-6 10-3-4 4-11-14 15-3-2 4-11-14 20-6-8 5-3-6 1-3-98-1-121-3-98.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.40 0.75 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.31 0.02 (loc) 7-8 8-9 7 l/defl >999 >777 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-5-8, 7=Mechanical Max Horz 9=236(LC 9) Max Uplift 9=-327(LC 12), 7=-262(LC 13) Max Grav 9=755(LC 1), 7=643(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/162, 3-4=-646/383, 4-5=-647/384, 2-9=-328/284 BOT CHORD 8-9=-317/621, 7-8=-255/566 WEBS 4-8=-241/453, 5-8=-261/281, 3-8=-261/271, 3-9=-648/275, 5-7=-626/298 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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) 9=327, 7=262. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T12 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T27821009 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:09 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-r6x73LgPQYtW5zrwpq_u17w_5?qTMTCOocFtftzD2wy Scale: 1/4"=1' 1 2 3 4 5 8 7 6 2x4 4x4 2x4 5x8 4x4 4x4 3x6 3x6 10-3-4 10-3-4 20-6-8 10-3-4 5-3-6 5-3-6 10-3-4 4-11-14 15-3-2 4-11-14 20-6-8 5-3-6 1-3-98-1-121-3-98.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.39 0.75 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.31 0.02 (loc) 7-8 7-8 6 l/defl >999 >778 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-5-8, 6=Mechanical Max Horz 8=-210(LC 8) Max Uplift 8=-262(LC 12), 6=-262(LC 13) Max Grav 8=648(LC 1), 6=648(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-646/387, 3-4=-646/387 BOT CHORD 7-8=-326/640, 6-7=-257/572 WEBS 3-7=-247/454, 4-7=-261/282, 2-7=-261/281, 2-8=-633/300, 4-6=-633/300 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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) 8=262, 6=262. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T13 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T27821010 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:11 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-oU2tU0hfyA7EKG?IwE1M6Y0NeognqT4hGwk_kmzD2ww Scale = 1:50.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 34 33 32 31 30 29 28 27 2625 24 23 22 21 20 19 18 3x4 3x4 20-6-8 20-6-8 10-3-4 10-3-4 20-6-8 10-3-4 1-3-98-1-121-3-98.00 12 Plate Offsets (X,Y)-- [9:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.12 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-6-8. (lb) - Max Horz 34=-210(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20 except 34=-151(LC 8), 18=-129(LC 9), 33=-212(LC 12), 19=-201(LC 13) Max Grav All reactions 250 lb or less at joint(s) 34, 18, 27, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-256/300, 10-11=-256/300 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20 except (jt=lb) 34=151, 18=129, 33=212, 19=201. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T14 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T27821011 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:13 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-ktAdvijwUnNyaa8h2f3qBz5iScMOIOs_jED4oezD2wu Scale = 1:49.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x4 3x4 3x4 3x4 19-9-0 19-9-0 -1-8-0 1-8-0 9-10-8 9-10-8 19-9-0 9-10-8 1-3-97-10-91-3-98.00 12 Plate Offsets (X,Y)-- [10:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.11 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.01 0.00 (loc) 1 1 19 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-9-0. (lb) - Max Horz 35=228(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21 except 35=-199(LC 8), 19=-155(LC 11), 34=-195(LC 9), 20=-203(LC 13) Max Grav All reactions 250 lb or less at joint(s) 19, 28, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 20 except 35=281(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-233/283, 11-12=-233/283 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21 except (jt=lb) 35=199, 19=155, 34=195, 20=203. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T15 Truss Type Common Qty 10 Ply 1 Job Reference (optional) T27821012 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:14 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-C3k062kYF5VpBkjtcNa3kBes90Ya1l87yuzeK4zD2wt Scale = 1:46.2 1 2 3 4 5 6 9 8 7 4x4 4x4 5x8 4x4 4x4 4x4 5x6 5x6 9-10-8 9-10-8 19-9-0 9-10-8 -1-8-0 1-8-0 5-1-0 5-1-0 9-10-8 4-9-8 14-8-0 4-9-8 19-9-0 5-1-0 1-3-97-10-91-3-98.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.69 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.27 0.02 (loc) 7-8 8-9 7 l/defl >999 >872 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-5-8, 7=Mechanical Max Horz 9=228(LC 11) Max Uplift 9=-317(LC 12), 7=-251(LC 13) Max Grav 9=730(LC 1), 7=618(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-619/367, 4-5=-619/369, 2-9=-315/277 BOT CHORD 8-9=-302/591, 7-8=-242/538 WEBS 4-8=-231/433, 5-8=-248/269, 3-8=-248/259, 3-9=-625/264, 5-7=-601/286 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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) 9=317, 7=251. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T16 Truss Type Half Hip Supported Qty 1 Ply 1 Job Reference (optional) T27821013 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:16 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-8SsmXklonilWR2tGjocXpcj7CpKTVl8QPCSkPzzD2wr Scale = 1:49.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 35 34 33 32 31 30 29 28 27 26 2524 23 22 21 20 19 3x4 4x6 3x4 3x4 19-9-0 19-9-0 -1-8-0 1-8-0 10-1-15 10-1-15 19-9-0 9-7-1 1-3-98-0-148.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [10:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.66 0.28 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.01 -0.00 (loc) 1 1 19 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 199 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 18-19 REACTIONS.All bearings 19-9-0. (lb) - Max Horz 35=379(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 19, 28, 29, 30, 31, 32, 33, 27, 26, 24, 23, 22, 21, 20 except 35=-112(LC 10), 34=-490(LC 12) Max Grav All reactions 250 lb or less at joint(s) 19, 28, 29, 30, 31, 32, 33, 34, 27, 26, 24, 23, 22, 21, 20 except 35=486(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-35=-276/359, 2-3=-458/401, 3-4=-315/252, 4-5=-275/219 WEBS 3-34=-301/249 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 28, 29, 30, 31, 32, 33, 27, 26, 24, 23, 22, 21, 20 except (jt=lb) 35=112, 34=490. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T17 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T27821014 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:17 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-ceQ8l4mQX0tN2BSSHV7mMpFNYDf9E4sZesBIxPzD2wq Scale = 1:37.9 1 2 3 4 5 6 10 9 8 7 15 2x4 3x4 3x10 4x4 3x4 3x4 2x4 3x4 4x8 6-6-14 6-6-14 12-10-4 6-3-6 18-3-0 5-4-12 -1-8-0 1-8-0 6-6-14 6-6-14 12-10-4 6-3-6 18-3-0 5-4-12 0-10-35-11-94.77 12 Plate Offsets (X,Y)-- [2:0-6-7,Edge], [5:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.36 0.38 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.02 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing. REACTIONS. (size)7=0-3-8, 2=0-5-8 Max Horz 2=278(LC 12) Max Uplift 7=-301(LC 8), 2=-323(LC 12) Max Grav 7=575(LC 1), 2=677(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-913/466, 4-5=-491/240 BOT CHORD 2-10=-624/796, 8-10=-624/796, 7-8=-279/402 WEBS 4-8=-447/388, 5-8=-133/331, 5-7=-579/404 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=301, 2=323. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T18 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T27821015 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:18 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-5r_WyQn2IJ?EgL1erDf?u1oS9dtZzWnjtWxrTszD2wp Scale = 1:42.3 1 2 3 4 5 6 7 10 9 8 15 5x6 4x8 4x6 5x6 3x8 4x4 5x6 2x4 3x4 8-3-0 8-3-0 16-2-8 7-11-8 18-3-0 2-0-8 -1-8-0 1-8-0 5-7-3 5-7-3 10-10-13 5-3-11 16-2-8 5-3-11 18-3-0 2-0-8 0-10-37-3-94.77 12 Plate Offsets (X,Y)-- [2:0-5-3,0-0-4], [5:0-3-0,0-3-0], [6:0-4-0,0-1-15], [7:Edge,0-2-0], [8:Edge,0-3-8], [10:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.75 0.88 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.47 -0.60 0.02 (loc) 9-10 9-10 8 l/defl >461 >361 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-4 oc bracing. REACTIONS. (size)8=0-3-8, 2=0-5-8 Max Horz 2=343(LC 12) Max Uplift 8=-354(LC 12), 2=-304(LC 12) Max Grav 8=575(LC 1), 2=677(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-935/446, 4-5=-762/369, 7-8=-261/175 BOT CHORD 2-10=-681/813, 9-10=-431/541 WEBS 5-10=-179/359, 5-9=-633/512 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=354, 2=304. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T19 Truss Type Monopitch Qty 11 Ply 1 Job Reference (optional) T27821016 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:19 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-Z1XvAlog3d75IVcrOwAERELhe1IdixMs5AgP0IzD2wo Scale = 1:45.6 1 2 3 4 5 6 8 71314 2x4 3x10 4x4 5x6 2x4 6x8 5x6 9-1-8 9-1-8 18-3-0 9-1-8 -1-8-0 1-8-0 6-2-3 6-2-3 12-0-13 5-10-11 18-3-0 6-2-3 0-10-38-1-54.77 12 Plate Offsets (X,Y)-- [2:0-6-7,Edge], [5:0-3-0,0-3-0], [8:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.57 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.27 0.02 (loc) 7-8 7-8 7 l/defl >999 >802 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS. (size)2=0-5-8, 7=0-3-8 Max Horz 2=379(LC 12) Max Uplift 2=-289(LC 12), 7=-388(LC 12) Max Grav 2=677(LC 1), 7=575(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-913/392, 4-5=-708/289 BOT CHORD 2-8=-671/796, 7-8=-379/466 WEBS 4-8=-260/296, 5-8=-165/388, 5-7=-607/498 NOTES-(5) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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 = 5.0psf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=289, 7=388. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T20 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T27821017 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:20 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-1D5HN5oJqxFyvfB1ydhTzSttERenRNS0KqQyYkzD2wn Scale = 1:45.6 1 2 3 4 5 7 61213 2x4 5x6 2x4 6x8 5x6 3x8 4x4 9-1-8 9-1-8 18-3-0 9-1-8 6-2-3 6-2-3 12-0-13 5-10-11 18-3-0 6-2-3 0-10-38-1-54.77 12 Plate Offsets (X,Y)-- [1:0-6-3,0-0-8], [4:0-3-0,0-3-0], [7:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.40 0.57 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.27 0.02 (loc) 6-7 6-7 6 l/defl >999 >809 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (size)6=0-3-8, 1=0-5-8 Max Horz 1=350(LC 12) Max Uplift 6=-390(LC 12), 1=-230(LC 12) Max Grav 6=579(LC 1), 1=579(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-933/405, 3-4=-722/298 BOT CHORD 1-7=-684/818, 6-7=-383/471 WEBS 3-7=-272/304, 4-7=-174/392, 4-6=-614/503 NOTES-(5) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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 = 5.0psf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=390, 1=230. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T21 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T27821018 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:21 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-VQffaRpxbENpXplDWLCiWfQ2KqzDArz9ZU9V4AzD2wm Scale = 1:45.6 1 2 3 4 5 7 61213 2x4 3x10 4x4 5x6 2x4 6x8 5x6 9-0-10 9-0-10 18-1-4 9-0-10 6-1-9 6-1-9 11-11-10 5-10-1 18-1-4 6-1-9 0-10-148-1-54.77 12 Plate Offsets (X,Y)-- [1:0-7-2,Edge], [4:0-3-0,0-3-0], [7:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.56 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.27 0.02 (loc) 6-7 6-7 6 l/defl >999 >795 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (size)1=0-3-12, 6=0-3-8 Max Horz 1=348(LC 12) Max Uplift 1=-227(LC 12), 6=-388(LC 12) Max Grav 1=575(LC 1), 6=575(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-907/392, 3-4=-707/293 BOT CHORD 1-7=-669/792, 6-7=-377/462 WEBS 3-7=-259/297, 4-7=-173/383, 4-6=-605/497 NOTES-(5) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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 = 5.0psf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=227, 6=388. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T22 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T27821019 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:22 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-zcD1onqZMYVg9zKP42jx3tzDMEKsvJyJo8v3ddzD2wl Scale = 1:36.1 1 2 3 4 5 6 7 11 10 9 8 16 17 18 19 20 21 22 23 3x10 7x8 3x4 2x4 4x8 2x4 3x10 4x4 3x8 3x4 Special NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED 4-10-12 4-10-12 9-6-1 4-7-4 13-10-8 4-4-8 18-3-0 4-4-8 -1-8-0 1-8-0 4-10-12 4-10-12 9-6-1 4-7-4 13-10-8 4-4-8 18-3-0 4-4-8 0-10-34-7-94.77 12 Plate Offsets (X,Y)-- [2:0-4-15,0-0-5], [5:0-5-4,0-2-0], [10:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.47 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.07 -0.02 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-11 oc bracing. REACTIONS. (size)8=0-3-8, 2=0-5-8 Max Horz 2=213(LC 8) Max Uplift 8=-957(LC 4), 2=-613(LC 8) Max Grav 8=954(LC 1), 2=845(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1274/1010, 4-5=-1128/1020, 5-6=-730/708, 6-7=-730/708, 7-8=-903/928 BOT CHORD 2-11=-1056/1145, 10-11=-1056/1145, 9-10=-986/1004 WEBS 4-10=-255/321, 5-10=-291/405, 5-9=-383/387, 6-9=-400/450, 7-9=-987/1016 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) 8=957, 2=613. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 246 lb up at 9-6-1, and 60 lb down and 58 lb up at 18-1-4 on top chord, and 181 lb down and 242 lb up at 9-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-7=-54, 8-12=-10 Concentrated Loads (lb) Vert: 10=-176(F) 5=-63(F) 7=-17 16=-52(F) 17=-52(F) 18=-52(F) 19=-65(F) 20=-17(F) 21=-17(F) 22=-17(F) 23=-19(F) "Special" indicates special hanger(s) or other connection device(s)required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T23 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T27821020 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:24 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-v?LoDTspu9lOOGUoBTmP8I2ai266NMvbFROAhVzD2wj Scale = 1:46.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4 3x4 3x4 3x4 18-3-0 18-3-0 -1-8-0 1-8-0 9-1-8 9-1-8 18-3-0 9-1-8 1-3-97-4-91-3-98.00 12 Plate Offsets (X,Y)-- [9:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.10 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 1 1 17 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-3-0. (lb) - Max Horz 31=212(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 17, 25, 26, 27, 28, 29, 21, 20, 19 except 31=-144(LC 8), 30=-163(LC 12), 22=-100(LC 13), 18=-179(LC 13) Max Grav All reactions 250 lb or less at joint(s) 31, 17, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-224/268, 10-11=-224/268 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 17, 25, 26, 27, 28, 29, 21, 20, 19 except (jt=lb) 31=144, 30=163, 22=100, 18=179. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T24 Truss Type Common Qty 4 Ply 1 Job Reference (optional) T27821021 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:25 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-NBvAQpsRfTuF0Q3_lBHegVbk2SKp6kOlU57jDyzD2wi Scale = 1:43.4 1 2 3 4 5 6 9 8 7 4x4 3x4 5x8 4x4 4x4 3x4 5x6 5x6 9-1-8 9-1-8 18-3-0 9-1-8 -1-8-0 1-8-0 4-8-8 4-8-8 9-1-8 4-5-0 13-6-8 4-5-0 18-3-0 4-8-8 1-3-97-4-91-3-98.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.33 0.58 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.20 0.01 (loc) 7-8 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-5-8, 7=0-3-8 Max Horz 9=212(LC 9) Max Uplift 9=-297(LC 12), 7=-231(LC 13) Max Grav 9=682(LC 1), 7=569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-567/337, 4-5=-567/339, 2-9=-292/264 BOT CHORD 8-9=-274/533, 7-8=-219/486 WEBS 4-8=-210/395, 3-9=-581/243, 5-7=-552/262 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=297, 7=231. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T25 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T27821022 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:26 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-sNSYe9t3Qn06daeBJuotDj7ugrgBrAtujltGmOzD2wh Scale = 1:46.3 1 2 3 4 5 6 9 8 71011 4x4 2x4 4x4 5x12 4x4 3x4 3x6 4x4 10-0-0 10-0-0 18-3-0 8-3-0 -1-8-0 1-8-0 5-1-12 5-1-12 10-0-0 4-10-4 13-11-12 3-11-12 18-3-0 4-3-4 1-3-97-11-98.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [8:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.40 0.64 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.32 -0.01 (loc) 7-8 8-9 7 l/defl >999 >681 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS. (size)7=0-3-8, 9=0-5-8 Max Horz 9=374(LC 12) Max Uplift 7=-307(LC 12), 9=-284(LC 12) Max Grav 7=569(LC 1), 9=682(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-498/228, 4-5=-352/248, 2-9=-310/271 BOT CHORD 8-9=-450/575 WEBS 3-8=-296/271, 5-8=-189/308, 5-7=-505/370, 3-9=-551/140 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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, with BCDL = 5.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=307, 9=284. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T26 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T27821023 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:27 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-KZ0wrUuiB48zFkDNscJ6mwg14F2UacQ2xPcqIqzD2wg Scale = 1:45.6 1 2 3 4 5 6 10 9 8 711 4x6 4x12 2x4 5x6 5x8 4x4 2x4 3x4 3x6 8-5-0 8-5-0 15-2-12 6-9-12 18-3-0 3-0-4 -1-8-0 1-8-0 4-4-4 4-4-4 8-5-0 4-0-12 15-2-12 6-9-12 18-3-0 3-0-4 1-3-96-10-148-1-56-10-148.00 12 4.77 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [9:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.44 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.17 -0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-6-15 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS. (size)7=0-3-8, 10=0-5-8 Max Horz 10=377(LC 12) Max Uplift 7=-385(LC 12), 10=-293(LC 12) Max Grav 7=569(LC 1), 10=682(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-544/251, 4-5=-404/269, 2-10=-271/254 BOT CHORD 9-10=-469/558 WEBS 5-9=-240/300, 5-7=-567/386, 3-10=-583/154 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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, with BCDL = 5.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=385, 10=293. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T27 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T27821024 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:28 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-omaI2qvKyOGptuoZQJqLI8D9EfQyJ82BA3MNqGzD2wf Scale = 1:45.6 1 2 3 4 5 9 8 7 6 4x8 5x6 2x4 5x6 2x4 5x6 3x4 6x8 6-5-0 6-5-0 11-10-9 5-5-9 18-3-0 6-4-7 -1-8-0 1-8-0 6-5-0 6-5-0 11-10-9 5-5-9 18-3-0 6-4-7 1-3-95-6-148-1-55-6-148.00 12 4.77 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-5-12,0-2-0], [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.72 0.30 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.08 -0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS. (size)6=0-3-8, 9=0-5-8 Max Horz 9=377(LC 12) Max Uplift 6=-385(LC 12), 9=-293(LC 12) Max Grav 6=569(LC 1), 9=682(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-651/234, 3-4=-463/196, 2-9=-651/358 BOT CHORD 8-9=-484/443, 7-8=-401/454, 6-7=-328/462 WEBS 4-6=-593/420, 2-8=-128/340 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=385, 9=293. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T28 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T27821025 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:29 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-Gy8hGAvyjiOgV1Nm_0LarLlQR3hW2VGLPj5wMjzD2we Scale = 1:45.6 1 2 3 4 5 6 10 9 8 7 4x8 4x4 2x4 5x6 2x4 6x8 4x4 3x4 4x4 4-5-0 4-5-0 8-6-5 4-1-5 18-3-0 9-8-11 -1-8-0 1-8-0 4-5-0 4-5-0 8-6-5 4-1-5 13-2-15 4-8-9 18-3-0 5-0-1 1-3-94-2-148-1-54-2-148.00 12 4.77 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [3:0-5-12,0-2-0], [8:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.60 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.37 -0.01 (loc) 7-8 7-8 7 l/defl >876 >577 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS. (size)7=0-3-8, 10=0-5-8 Max Horz 10=377(LC 12) Max Uplift 7=-385(LC 12), 10=-293(LC 12) Max Grav 7=569(LC 1), 10=682(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-638/256, 3-4=-666/272, 4-5=-755/346, 2-10=-656/365 BOT CHORD 9-10=-391/286, 8-9=-467/466, 7-8=-290/359 WEBS 3-8=-59/277, 4-8=-480/297, 5-8=-296/488, 5-7=-548/450, 2-9=-125/458 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=385, 10=293. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T29 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T27821026 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:30 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-k8i3TWwaU?WX6BxyYkspNZIZMT43n1aUdNrUv9zD2wd Scale = 1:45.6 1 2 3 4 5 6 11 10 9 8 7 4x8 4x6 2x4 5x6 5x6 3x4 3x4 3x4 2x4 4x4 2-5-0 2-5-0 5-2-2 2-9-2 11-6-13 6-4-11 18-3-0 6-8-3 -1-8-0 1-8-0 2-5-0 2-5-0 5-2-2 2-9-2 11-6-13 6-4-11 18-3-0 6-8-3 1-3-92-10-148-1-52-10-148.00 12 4.77 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [3:0-5-12,0-2-0], [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.39 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 -0.02 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS. (size)7=0-3-8, 11=0-5-8 Max Horz 11=377(LC 12) Max Uplift 7=-385(LC 12), 11=-293(LC 12) Max Grav 7=569(LC 1), 11=682(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-553/244, 3-4=-777/354, 4-5=-611/205, 2-11=-668/373 BOT CHORD 10-11=-361/177, 9-10=-494/418, 8-9=-639/796, 7-8=-397/513 WEBS 3-9=-197/525, 4-9=-327/172, 4-8=-300/260, 5-8=-55/309, 5-7=-643/498, 2-10=-150/481 NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=385, 11=293. May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T30 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T27821027 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:31 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-CLGRhsxCEJeOkLW85RO2wmrigsP_WUwds1a1RbzD2wc Scale: 1/4"=1' 1 2 3 4 5 6 11 10 9 8 7 4x8 4x6 2x4 5x6 2x4 5x6 3x4 3x4 3x4 3x6 NAILED NAILED 1-10-8 1-10-8 4-3-4 2-4-12 11-1-6 6-10-2 18-3-0 7-1-10 -1-8-0 1-8-0 1-10-8 1-10-8 4-3-4 2-4-12 11-1-6 6-10-2 18-3-0 7-1-10 1-3-92-6-98-1-52-6-98.00 12 4.77 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-0], [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.64 0.47 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.11 -0.02 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS. (size)7=0-3-8, 11=0-5-8 Max Horz 11=377(LC 26) Max Uplift 7=-386(LC 8), 11=-300(LC 8) Max Grav 7=569(LC 1), 11=682(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-500/217, 3-4=-788/331, 4-5=-656/196, 2-11=-671/310 BOT CHORD 10-11=-338/4, 9-10=-453/359, 8-9=-610/813, 7-8=-383/553 WEBS 3-9=-219/609, 4-9=-386/193, 4-8=-269/239, 5-8=-27/304, 5-7=-667/462, 2-10=-137/459 NOTES-(8) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=386, 11=300. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 4-6=-54, 7-11=-10 May 25,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 2974557 & 2974565 Truss T31 Truss Type Jack-Open Supported Gable Qty 1 Ply 1 Job Reference (optional) T27821028 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed May 25 05:26:32 2022 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:GPPsdvx9t5dHdNhIhhZz0Kyy8et-gXqpuCyq?dmFMV5Kf9vHT_NvYGq6F?ln5hKbz2zD2wb Scale = 1:29.1 1 2 3 4 5 9 8 7 6 3x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 -1-8-0 1-8-0 5-0-0 5-0-0 1-3-94-7-98.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.16 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 5-0-0. (lb) - Max Horz 9=205(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7 except 8=-223(LC 12) Max Grav All reactions 250 lb or less at joint(s) 9, 6, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7 except (jt=lb) 8=223. May 25,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths