Loading...
30 Dutton ISLAND PPI23-0001 Trusses SLD16023 Swingley Ridge Rd Chesterfield, MO 63017 MiTek USA, Inc. RE: Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 130 mph Roof Load: 32.0 psf Design Program: MiTek 20/20 8.5 1 of 1 This package includes 32 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: N/A psf August 16, 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. 2974568 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: 2974568 Subdivision: .Address: 30 & 34 Dutton Island Rd State: FLCity: Duval Model: Lambo Place Florida COA: 6634 No. Seal# Truss Name Date 1 T28544895 CJ01 8/16/2022 2 T28544896 CJ02 8/16/2022 3 T28544897 CJ03 8/16/2022 4 T28544898 CJ04 8/16/2022 5 T28544899 CJ05 8/16/2022 6 T28544900 CJ06 8/16/2022 7 T28544901 EJ01 8/16/2022 8 T28544902 EJ02 8/16/2022 9 T28544903 F01 8/16/2022 10 T28544904 F02 8/16/2022 11 T28544905 F04 8/16/2022 12 T28544906 F05 8/16/2022 13 T28544907 F06 8/16/2022 14 T28544908 HJ01 8/16/2022 15 T28544909 HJ02 8/16/2022 16 T28544910 T01 8/16/2022 17 T28544911 T02 8/16/2022 18 T28544912 T03 8/16/2022 19 T28544913 T04 8/16/2022 20 T28544914 T05 8/16/2022 No. Seal# Truss Name Date 21 T28544915 T06 8/16/2022 22 T28544916 T07 8/16/2022 23 T28544917 T08 8/16/2022 24 T28544918 T09 8/16/2022 25 T28544919 T10 8/16/2022 26 T28544920 T11 8/16/2022 27 T28544921 T12 8/16/2022 28 T28544922 T13 8/16/2022 29 T28544923 T14 8/16/2022 30 T28544924 T15 8/16/2022 31 T28544925 T18 8/16/2022 32 T28544926 T19 8/16/2022 SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC11/09/2022APPROVEDCHRISTOPHER 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 2:26 pm, Feb 01, 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 712 =4x4 1 4 2 3 1-0-0 1-0-0 1-8-0 -1-8-0 1-0-01-10-120-4-50-11-5Scale = 1:23.5 Plate Offsets (X, Y):[2:0-0-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL)0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT)0.00 7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=70 (LC 12) Max Uplift 2=-136 (LC 12), 3=-16 (LC 1), 4=-35 (LC 1) Max Grav 2=208 (LC 1), 3=17 (LC 16), 4=34 (LC 16) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/47, 2-3=-156/72 BOT CHORD 2-4=-79/175 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 136 lb uplift at joint 2, 35 lb uplift at joint 4 and 16 lb uplift at joint 3. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544895CJ01Jack-Open 9 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:43 Page: 1 ID:WZg?BsGH74d?wtL1c4hngxzms01-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 1 8 4 2 9 3 1-8-0 -1-8-0 3-0-0 3-0-0 3-0-03-0-120-4-52-1-5Scale = 1:22.6 Plate Offsets (X, Y):[2:Edge,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL)-0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT)-0.01 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=126 (LC 12) Max Uplift 2=-106 (LC 12), 3=-56 (LC 12) Max Grav 2=216 (LC 1), 3=63 (LC 19), 4=37 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-200/80 BOT CHORD 2-4=-69/156 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 56 lb uplift at joint 3 and 106 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544896CJ02Jack-Open 9 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:45 Page: 1 ID:sXTuEZKQydFH0eE?OdHyN?zms?y-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 1 4 2 8 3 1-8-0 -1-8-0 5-0-0 5-0-0 5-0-04-2-120-4-53-3-5Scale = 1:25.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL)0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT)-0.05 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=182 (LC 12) Max Uplift 2=-114 (LC 12), 3=-109 (LC 12), 4=-4 (LC 12) Max Grav 2=269 (LC 1), 3=123 (LC 19), 4=67 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-232/87 BOT CHORD 2-4=-47/116 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 109 lb uplift at joint 3, 114 lb uplift at joint 2 and 4 lb uplift at joint 4. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544897CJ03Jack-Open 9 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:45 Page: 1 ID:lIiP3xNx0rljVFXmdTMuXrzms?u-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 7 12 =2x4 3 1 2 1-0-0 1-0-00-11-50-4-50-11-5Scale = 1:21 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL)0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT)0.00 6 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 3 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 2= Mechanical, 3= Mechanical Max Horiz 1=28 (LC 12) Max Uplift 1=-7 (LC 12), 2=-19 (LC 12), 3=-7 (LC 12) Max Grav 1=32 (LC 1), 2=23 (LC 19), 3=13 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-19/13 BOT CHORD 1-3=-16/12 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 7 lb uplift at joint 1, 7 lb uplift at joint 3 and 19 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544898CJ04Jack-Open 1 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:46 Page: 1 ID:5FWI7eR3qOO0b0QjQ0x4Euzms?p-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =2x4 3 1 2 3-0-0 3-0-02-1-50-4-52-1-5Scale = 1:21.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL)0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT)-0.01 3-6 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 2= Mechanical, 3= Mechanical Max Horiz 1=83 (LC 12) Max Uplift 1=-25 (LC 12), 2=-67 (LC 12), 3=-9 (LC 12) Max Grav 1=94 (LC 1), 2=76 (LC 19), 3=41 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-58/37 BOT CHORD 1-3=-55/42 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 25 lb uplift at joint 1, 67 lb uplift at joint 2 and 9 lb uplift at joint 3. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544899CJ05Jack-Open 1 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:46 Page: 1 ID:wPtZNiWqQE89KxttnH2UU9zms?j-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 3 1 7 2 5-0-0 5-0-03-3-50-4-53-3-5Scale = 1:24.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL)0.05 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT)-0.05 3-6 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 2= Mechanical, 3= Mechanical Max Horiz 1=140 (LC 12) Max Uplift 1=-42 (LC 12), 2=-115 (LC 12), 3=-12 (LC 12) Max Grav 1=158 (LC 1), 2=130 (LC 19), 3=69 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-93/58 BOT CHORD 1-3=-92/74 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 42 lb uplift at joint 1, 115 lb uplift at joint 2 and 12 lb uplift at joint 3. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544900CJ06Jack-Open 1 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:46 Page: 1 ID:lZEqelbb03uJ2sL17X9ujQzms?d-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 1 4 2 8 9 10 3 1-8-0 -1-8-0 7-0-0 7-0-0 7-0-05-4-110-4-54-5-5Scale = 1:30.5 Plate Offsets (X, Y):[2:0-2-3,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL)0.14 4-7 >579 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT)-0.17 4-7 >491 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=231 (LC 12) Max Uplift 2=-132 (LC 12), 3=-142 (LC 12), 4=-8 (LC 12) Max Grav 2=328 (LC 1), 3=179 (LC 22), 4=96 (LC 3) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/47, 2-3=-270/100 BOT CHORD 2-4=-26/131 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 142 lb uplift at joint 3, 132 lb uplift at joint 2 and 8 lb uplift at joint 4. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544901EJ01Jack-Partial 21 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:46 Page: 1 ID:2v9U68g_MDnJNxNN1VnXWuzms?W-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 =2x4 =2x4 3 1 8 9 2 7-0-0 7-0-04-5-50-4-54-5-5Scale = 1:31.6 Plate Offsets (X, Y):[1:0-0-4,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)-0.01 1 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 28 lb FT = 20% 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=7-0-0, 3=7-0-0, 4=7-0-0 Max Horiz 1=195 (LC 12), 4=195 (LC 12) Max Uplift 1=-59 (LC 12), 3=-175 (LC 12), 4=-59 (LC 12) Max Grav 1=219 (LC 1), 3=247 (LC 19), 4=219 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-192/94, 2-3=-195/327 BOT CHORD 1-3=-210/126 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 6-10-4 zone;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 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 59 lb uplift at joint 1, 175 lb uplift at joint 3 and 59 lb uplift at joint 1. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544902EJ02Jack-Partial Supported Gable 1 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:46 Page: 1 ID:oEAa7SFaIdhRfvyn7i8mDmzmqpt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 3x6 FP 3x6 FP =3x4 =1.5x3 =4x6 =4x6 =4x4 =4x4 =3x6 =3x4 =3x4 =3x6 =3x4 =3x4 =3x6 =3x6 =1.5x3 =3x4 =4x4 =4x4 =4x6 =4x6 =3x4 =1.5x3 21 20 19 18 17 16 15 14 13 12 11 22 2312345678910 0-1-8 2-0-8 0-1-8 1-3-0 18-2-0 18-2-01-2-01-2-0Scale = 1:34 Plate Offsets (X, Y):[1:Edge,0-1-8], [10:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL)-0.30 15-16 >719 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT)-0.41 15-16 >522 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.06 11 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 93 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)11=0-3-8, 21=0-5-8 Max Grav 11=979 (LC 1), 21=979 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=-973/0, 10-11=-973/0, 1-2=-1151/0, 2-3=-2845/0, 3-4=-3836/0, 4-5=-4192/0, 5-6=-3888/0, 6-8=-3888/0, 8-9=-2840/0,9-10=-1153/0 BOT CHORD 20-21=0/58, 19-20=0/2169, 17-19=0/3490, 16-17=0/4192, 15-16=0/4192, 14-15=0/4192, 13-14=0/3473, 12-13=0/2173, 11-12=0/58 WEBS 10-12=0/1398, 1-20=0/1396, 9-12=-1328/0, 2-20=-1325/0, 9-13=0/868, 2-19=0/880, 8-13=-825/0, 3-19=-839/0, 8-14=0/529,6-14=-164/81, 3-17=0/537, 5-14=-755/93,4-17=-704/0, 4-16=-159/197, 5-15=-155/190 NOTES (4) 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 18 = 11% 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544903F01Floor5912974568Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:47 Page: 1 ID:WNFHuIuH7l2mYilr5H6lEhzms?E-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 =1.5x3 =4x4 =4x6 =3x6 =3x6 =4x4 =4x4 =1.5x3 16 15 14 13 12 11 10 9 8 17 1 2 3 4 5 6 7 0-1-8 2-0-8 0-3-8 1-3-0 1-0-4 9-0-4 1-0-4 10-0-8 4-5-0 14-5-8 8-0-0 8-0-01-2-01-2-0Scale = 1:34.3 Plate Offsets (X, Y):[1:Edge,0-1-8], [7:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL)-0.25 12-13 >687 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT)-0.33 12-13 >512 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT)0.03 8 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 74 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)8=0-3-8, 16=0-5-8 Max Grav 8=785 (LC 1), 16=779 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-775/0, 7-8=-814/0, 1-2=-888/0, 2-3=-2104/0, 3-4=-2615/0, 4-5=-2494/0, 5-6=-1678/0, 6-7=-254/0 BOT CHORD 15-16=0/46, 14-15=0/1659, 13-14=0/2538, 12-13=0/2494, 11-12=0/2494, 10-11=0/2494, 9-10=0/1079, 8-9=0/0 WEBS 4-12=-317/4, 5-11=0/353, 4-13=-216/318, 3-13=0/245, 3-14=-565/0, 2-14=0/579, 2-15=-1004/0, 1-15=0/1074, 5-10=-1036/0, 6-10=0/779, 6-9=-1074/0, 7-9=0/790 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 10-00-00 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. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544904F02Floor1612974568Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:47 Page: 1 ID:6UnDZXncdKZYnGb?WAOJJLzmqnv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 3x6 FP 3x6 FP =1.5x3 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =3x6 =4x4 =1.5x3 =3x6 =1.5x3 =1.5x3 =1.5x3 26 25 24 23 22 2120 19 18 17 16 15 14 13 27 28 29123456789101112 0-1-8 0-1-81-10-8 1-0-8 1-3-0 0-1-8 0-1-8 0-2-12 0-7-4 0-3-0 0-4-8 7-1-0 7-8-4 10-5-12 18-2-01-2-01-2-0Scale = 1:37.9 Plate Offsets (X, Y):[2:0-1-8,Edge], [3:0-1-8,Edge], [4:0-1-8,Edge], [9:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL)-0.05 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(CT)-0.06 16-17 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT)0.02 13 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 93 lb FT = 20%F, 11%E 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 or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)13=0-3-8, 19=0-5-8, 25=0-5-8 Max Grav 13=535 (LC 7), 19=1092 (LC 8), 25=575 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-26=-112/143, 12-13=-528/0, 1-2=0/0,2-3=-323/0, 3-4=-562/33, 4-5=-178/244,5-6=-337/26, 6-7=-1160/0, 7-9=-1160/0,9-10=-1253/0, 10-11=-1253/0, 11-12=-561/0 BOT CHORD 25-26=0/0, 24-25=0/0, 23-24=-33/562, 22-23=-33/562, 20-22=-33/562, 19-20=-622/0, 18-19=-622/0, 17-18=0/882, 16-17=0/1253, 15-16=0/1253, 14-15=0/1050, 13-14=0/32 WEBS 2-25=-609/0, 5-19=-1054/0, 2-24=0/413, 5-20=0/500, 3-24=-305/70, 4-20=-581/0, 3-23=-109/0, 4-22=0/138, 5-18=0/781, 12-14=0/676, 6-18=-745/0, 11-14=-637/0, 6-17=0/432, 11-15=0/328, 7-17=-136/0, 10-15=-129/0, 9-17=-304/0, 9-16=-61/47 NOTES (7) 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 10-00-00 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. 5)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 217 lb down at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 13-26=-10, 1-12=-100 Concentrated Loads (lb) Vert: 1=-217 (F) Job Truss Truss Type Qty Ply T28544905F04Floor412974568Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:48 Page: 1 ID:bZ1alZEuMChXAim3YMYSBezmqm1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 3x6 FP 3x6 FP=5x12 =5x8 =4x6 =3x4 =3x4 =4x6 =4x6 =3x4 =3x4 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 30 311234567891011121314 0-1-8 1-2-0 1-8-8 0-2-8 0-1-8 1-3-0 0-1-8 0-1-8 0-2-12 0-7-4 0-3-0 0-4-8 6-10-4 7-5-8 10-8-8 18-2-01-2-01-2-0Scale = 1:40.2 Plate Offsets (X, Y):[1:Edge,0-1-8], [3:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [15:Edge,0-1-8], [24:0-2-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL)-0.08 24-25 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT)-0.09 24-25 >889 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT)0.02 15 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 84 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP No.1(flat) *Except* 24-15:2x4 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, Except: 6-0-0 oc bracing: 28-29,27-28. REACTIONS All bearings 10-8-8. except 28=0-5-8 (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) except 22=-189 (LC 3) Max Grav All reactions 250 (lb) or less at joint (s) 15 except 16=335 (LC 8), 17=311 (LC 7), 18=315 (LC 4), 19=318 (LC 8), 20=315 (LC 7), 21=391 (LC 8), 22=322 (LC 7), 23=1901 (LC 9), 28=2142 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1244/0, 3-4=-2402/0, 4-5=-1195/0 BOT CHORD 26-27=0/2402, 25-26=0/2402, 24-25=0/2402 WEBS 5-23=-1838/0, 5-24=0/1522, 4-24=-1542/0, 3-27=-1535/0, 6-22=-312/171, 7-21=-366/0, 8-20=-301/0, 10-19=-304/0, 11-18=-301/0, 12-17=-298/0, 13-16=-320/0, 1-28=-113/493, 2-28=-2120/0, 2-27=0/1438 NOTES (8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 lb uplift at joint 22. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. 7)CAUTION, Do not erect truss backwards. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 15-29=-10, 1-5=-425, 5-14=-225 Concentrated Loads (lb) Vert: 1=-451 Job Truss Truss Type Qty Ply T28544906F05Floor212974568Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Tue Aug 16 11:57:20 Page: 1 ID:4aAEgLsV7AE9Phk2bHUeIczmqlD-jKpDgEqdvhD06ncsCbnhFbbRpMQAWSQXSMAUTyynRtE August 16,2022 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 =3x4 =3x4 =3x4 =3x4 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32123456789101112131415 0-1-8 0-1-8 1-3-0 18-2-0 18-2-01-2-01-2-0Scale = 1:34 Plate Offsets (X, Y):[29:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 29 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 79 lb FT = 20%F, 11%E 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 or10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 29-30. REACTIONS (size)16=18-2-0, 17=18-2-0, 18=18-2-0, 19=18-2-0, 20=18-2-0, 21=18-2-0, 22=18-2-0, 23=18-2-0, 24=18-2-0, 25=18-2-0, 26=18-2-0, 27=18-2-0, 28=18-2-0, 29=18-2-0, 30=18-2-0 Max Uplift 16=-5 (LC 1) Max Grav 16=-5 (LC 1), 17=121 (LC 1), 18=152 (LC 1), 19=145 (LC 1), 20=147 (LC 1), 21=147 (LC 1), 22=147 (LC 1), 23=147 (LC 1), 24=147 (LC 1), 25=147 (LC 1), 26=146 (LC 1), 27=148 (LC 1), 28=140 (LC 1), 29=172 (LC 1), 30=58 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-30=-52/0, 15-16=0/5, 1-2=0/0, 2-3=0/0, 3-4=0/0, 4-5=0/0, 5-6=0/0, 6-7=0/0, 7-8=0/0, 8-9=0/0, 9-10=0/0, 10-11=0/0, 11-12=0/0, 12-13=0/0, 13-14=0/0, 14-15=0/0 BOT CHORD 29-30=0/3, 28-29=0/0, 27-28=0/0, 26-27=0/0,25-26=0/0, 24-25=0/0, 23-24=0/0, 22-23=0/0,21-22=0/0, 20-21=0/0, 19-20=0/0, 18-19=0/0,17-18=0/0, 16-17=0/0 WEBS 2-29=-154/0, 3-28=-128/0, 4-27=-135/0, 5-26=-133/0, 6-25=-133/0, 7-24=-133/0, 8-23=-133/0, 9-22=-133/0, 10-21=-133/0, 11-20=-134/0, 12-19=-132/0, 13-18=-138/0, 14-17=-110/0, 1-29=-4/0 NOTES (7) 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 16. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544907F06Floor Supported Gable 2 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:49 Page: 1 ID:hEqDs4IanxZd1achs?bnx?zmqi4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 4.9512 =3x4 =2x4 =3x4 =3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 7 65151617 2 11 12 3 13 14 4 2-4-5 -2-4-5 4-8-13 9-10-1 5-1-4 5-1-4 0-5-11 9-10-1 4-3-2 9-4-6 5-1-4 5-1-45-4-20-4-04-4-11Scale = 1:43.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL)-0.05 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT)-0.06 6-7 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.30 Horz(CT)-0.01 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 44 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. REACTIONS (size)2=0-7-12, 4= Mechanical, 5= Mechanical Max Horiz 2=230 (LC 8) Max Uplift 2=-301 (LC 4), 4=-109 (LC 8), 5=-173 (LC 8) Max Grav 2=451 (LC 18), 4=127 (LC 1), 5=292 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/50, 2-3=-725/296, 3-4=-116/39 BOT CHORD 2-7=-388/562, 6-7=-388/562, 5-6=0/0 WEBS 3-7=-7/193, 3-6=-623/431 NOTES (9) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 109 lb uplift at joint 4, 301 lb uplift at joint 2 and 173 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)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 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 (lb/ft) Vert: 1-4=-54, 5-8=-10 Concentrated Loads (lb) Vert: 11=46 (F=23, B=23), 13=-61 (F=-31, B=-31), 15=41 (F=21, B=21), 16=0 (F=0, B=0), 17=-41 (F=-20, B=-20) Job Truss Truss Type Qty Ply T28544908HJ01Diagonal Hip Girder 4 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:49 Page: 1 ID:Q?z8bnbSeEvrA9_ls1NTpBzmr4D-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 4.9512 =3x4 =2x4 =3x4 =3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 15 16 7 17 65 2 11 12 3 13 14 4 2-4-5 -2-4-5 4-8-13 9-10-1 5-1-4 5-1-4 0-5-11 9-10-1 4-3-2 9-4-6 5-1-4 5-1-45-4-20-4-04-4-11Scale = 1:43.6 Plate Offsets (X, Y):[2:0-3-5,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL)0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT)-0.06 6-7 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.31 Horz(CT)-0.01 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 44 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. REACTIONS (size)2=0-7-6, 4= Mechanical, 5= Mechanical Max Horiz 2=230 (LC 24) Max Uplift 2=-308 (LC 4), 4=-111 (LC 8), 5=-190 (LC 8) Max Grav 2=466 (LC 18), 4=128 (LC 1), 5=302 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/50, 2-3=-749/338, 3-4=-117/39 BOT CHORD 2-7=-420/580, 6-7=-420/580, 5-6=0/0 WEBS 3-7=-26/208, 3-6=-644/466 NOTES (9) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 111 lb uplift at joint 4, 308 lb uplift at joint 2 and 190 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)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 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 (lb/ft) Vert: 1-4=-54, 5-8=-10 Concentrated Loads (lb) Vert: 11=23 (B), 13=-69 (F=-38, B=-31), 15=15 (F=-6, B=21), 16=-13 (F=-13, B=0), 17=-50 (F=-29, B=-20) Job Truss Truss Type Qty Ply T28544909HJ02Diagonal Hip Girder 1 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:50 Page: 1 ID:JJGWZn3IhviSk_u24?2NMCzmr3d-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 =4x8 =2x4 =2x4 =5x8 =3x8 =3x6 Special NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED 1 8 17 18 7 19 20 21 6 2 3 12 13 4 14 15 16 5 1-8-0 -1-8-0 5-7-0 12-7-0 5-7-0 18-2-0 7-0-0 7-0-0 5-5-4 12-7-0 5-7-0 18-2-0 7-1-12 7-1-125-4-110-4-54-5-54-5-5Scale = 1:41.4 Plate Offsets (X, Y):[2:0-2-3,0-1-8], [3:0-5-8,0-2-0], [7:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL)0.11 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT)-0.12 8-11 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.93 Horz(CT)0.03 6 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 95 lb FT = 20% 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 3-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. REACTIONS (size)2=0-5-8, 6=0-3-8 Max Horiz 2=242 (LC 25) Max Uplift 2=-710 (LC 8), 6=-859 (LC 5) Max Grav 2=1178 (LC 15), 6=1292 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-1779/1085, 3-4=-1303/867, 4-5=-1303/867, 5-6=-1203/852 BOT CHORD 2-8=-1014/1495, 6-8=-1021/1512 WEBS 3-8=-199/500, 3-7=-260/192, 4-7=-678/599, 5-7=-1068/1601 NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 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 859 lb uplift at joint 6 and 710 lb uplift at joint 2. 8)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 215 lb down and 219 lb up at 7-0-0 on top chord, and 335 lb down and 196 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)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 (lb/ft) Vert: 1-3=-54, 3-5=-54, 6-9=-10 Concentrated Loads (lb) Vert: 3=-154 (F), 8=-260 (F), 12=-103 (F), 13=-103 (F), 14=-103 (F), 15=-103 (F), 16=-104 (F), 17=-43 (F), 18=-43 (F), 19=-43 (F), 20=-43 (F), 21=-43 (F) Job Truss Truss Type Qty Ply T28544910T01Half Hip Girder 3 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:50 Page: 1 ID:FzvhZHHDCl5mWvrihVuqdCzmr3K-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 =4x8 =2x4 =5x6 =4x6 =3x6 Special NAILED Special Special NAILED Special 1 7 15 6 52 4314 1-8-0 -1-8-0 4-2-0 11-2-0 7-0-0 18-2-0 7-0-0 7-0-0 3-8-12 10-10-8 7-1-12 7-1-12 7-3-8 18-2-05-4-110-4-54-5-5Scale = 1:41.4 Plate Offsets (X, Y):[2:0-2-3,0-1-8], [3:0-5-8,0-2-0], [4:0-3-8,0-2-0], [5:0-3-4,0-1-8], [6:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL)0.14 6-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT)-0.16 6-10 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.17 Horz(CT)0.04 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 80 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied or 5-7-2 ocbracing. REACTIONS (size)2=0-5-8, 5=0-3-8 Max Horiz 2=149 (LC 7) Max Uplift 2=-756 (LC 8), 5=-694 (LC 9) Max Grav 2=1230 (LC 15), 5=1130 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-1872/1173, 3-4=-1611/1114, 4-5=-1878/1186 BOT CHORD 2-7=-975/1617, 5-7=-982/1633 WEBS 3-7=-200/443, 3-6=-120/118, 4-6=-224/475 NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 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 694 lb uplift at joint 5 and 756 lb uplift at joint 2. 8)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 215 lb down and 219 lb up at 7-0-0, and 215 lb down and 222 lb up at 11-2-0 on top chord, and 335 lb down and 196 lb up at 7-0-0, and 345 lb down and 213 lb up at 11-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)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 (lb/ft) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 8-11=-10 Concentrated Loads (lb) Vert: 3=-154 (F), 4=-155 (F), 7=-260 (F), 6=-285 (F), 14=-103 (F), 15=-43 (F) Job Truss Truss Type Qty Ply T28544911T02Hip Girder 1 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:51 Page: 1 ID:n2tlwlUFRf6UQN4ndsAbHazmr34-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 =2x4 =5x8 =4x4 =2x4 =3x4 1 7 62 14 17 53 1615 4 1-8-0 -1-8-0 4-3-12 13-4-12 4-3-12 9-1-0 4-9-4 18-2-0 4-9-4 4-9-4 9-1-0 18-2-0 9-1-0 9-1-06-7-50-4-55-7-14Scale = 1:42.8 Plate Offsets (X, Y):[2:0-2-3,0-1-8], [6:0-2-3,0-1-8], [7:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL)-0.11 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT)-0.18 7-10 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.16 Horz(CT)0.02 6 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 84 lb FT = 20% 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 5-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. REACTIONS (size)2=0-5-8, 6=0-3-8 Max Horiz 2=186 (LC 9) Max Uplift 2=-309 (LC 12), 6=-245 (LC 13) Max Grav 2=680 (LC 1), 6=577 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-892/374, 3-4=-658/299, 4-5=-659/309, 5-6=-891/384 BOT CHORD 2-6=-353/758 WEBS 4-7=-160/408, 5-7=-320/274, 3-7=-302/259 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 9-1-0, Exterior(2R) 9-1-0 to 12-1-0, Interior (1) 12-1-0 to 18-2-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 245 lb uplift at joint 6 and 309 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544912T03Common112974568Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:51 Page: 1 ID:4OoOO8Zeop_VmR67YqoE33zmr2z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 =2x4 =4x4 =5x8 =3x4 =3x6 =2x4 1 8 14 15 7 2 12 3 4 5 13 6 1-8-0 -1-8-0 4-5-4 13-5-4 4-3-4 9-0-0 4-8-12 4-8-12 4-8-12 18-2-0 9-0-4 18-2-0 9-1-12 9-1-126-6-110-4-55-7-55-7-5Scale = 1:42.6 Plate Offsets (X, Y):[2:0-2-3,0-1-8], [8:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL)-0.23 7-8 >956 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT)-0.30 7-8 >719 180 BCLL 0.0*Rep Stress Incr YES WB 0.56 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 101 lb FT = 20% 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 5-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing. REACTIONS (size)2=0-5-8, 7=0-3-8 Max Horiz 2=299 (LC 12) Max Uplift 2=-320 (LC 12), 7=-282 (LC 9) Max Grav 2=745 (LC 19), 7=643 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-922/390, 3-4=-725/284, 4-5=-582/294, 5-6=-19/1, 6-7=-104/81 BOT CHORD 2-7=-517/823 WEBS 3-8=-327/258, 4-8=0/188, 5-8=-129/354, 5-7=-591/329 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 9-0-0, Exterior(2R) 9-0-0 to 13-5-4, Interior (1) 13-5-4 to 18-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 lb uplift at joint 7 and 320 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544913T04Half Hip 3 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:51 Page: 1 ID:cTmRkcmg1k?DhvKCUB5_iRzmr2j-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x6 =2x4 =4x6 =5x8 =3x6 =2x4 1 7 15 6 2 11 3 12 13 144 5 1-8-0 -1-8-0 5-3-4 11-0-0 5-8-12 5-8-12 7-2-0 18-2-0 7-0-4 18-2-0 11-1-12 11-1-127-8-110-4-56-9-56-9-5Scale = 1:48 Plate Offsets (X, Y):[2:0-2-3,0-1-8], [4:0-3-8,0-2-0], [7:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL)-0.30 7-10 >715 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT)-0.47 7-10 >462 180 BCLL 0.0*Rep Stress Incr YES WB 0.56 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 101 lb FT = 20% 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 5-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. REACTIONS (size)2=0-5-8, 6=0-3-8 Max Horiz 2=356 (LC 12) Max Uplift 2=-306 (LC 12), 6=-295 (LC 12) Max Grav 2=769 (LC 19), 6=657 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-883/350, 3-4=-595/219, 4-5=-456/249, 5-6=-568/308 BOT CHORD 2-6=-525/814 WEBS 3-7=-420/318, 4-7=-98/131, 5-7=-333/614 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior (1) 15-2-15 to 18-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint 6 and 306 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544914T05Half Hip 3 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:52 Page: 1 ID:N0FTQLsh8B05e8xkysEs17zmr2b-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 =2x4 =3x6 =3x6 =5x6 =4x8 =3x4 =2x4 1 9 8 18 7 2 13 3 4 14 1516 175 6 1-8-0 -1-8-0 6-3-4 13-0-0 6-8-12 6-8-12 5-2-0 18-2-0 5-2-0 18-2-0 6-3-4 13-0-0 6-8-12 6-8-128-10-110-4-57-11-57-11-5Scale = 1:53.2 Plate Offsets (X, Y):[5:0-5-8,0-2-0], [8:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL)0.07 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT)-0.10 9-12 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.67 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 111 lb FT = 20% 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 5-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS (size)2=0-5-8, 7=0-3-8 Max Horiz 2=412 (LC 12) Max Uplift 2=-288 (LC 12), 7=-335 (LC 12) Max Grav 2=794 (LC 19), 7=648 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-980/283, 3-5=-460/149, 5-6=-6/4, 6-7=-124/103 BOT CHORD 2-9=-510/873, 7-9=-510/873 WEBS 3-9=0/210, 3-8=-622/372, 5-8=-156/509, 5-7=-627/353 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior (1) 17-2-15 to 18-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 7 and 288 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544915T06Half Hip 3 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:52 Page: 1 ID:OZJJZzG08eIGjMYGx?rqPHzmr23-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 =2x4 =3x6 =3x6 =5x6 =4x8 =3x4 =2x4 1 9 8 7 2 13 3 4 14 155 6 1-8-0 -1-8-0 7-3-4 15-0-0 7-8-12 7-8-12 3-2-0 18-2-0 3-2-0 18-2-0 7-3-4 15-0-0 7-8-12 7-8-1210-0-110-4-59-1-59-1-5Scale = 1:58.6 Plate Offsets (X, Y):[5:0-5-8,0-2-0], [8:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL)0.11 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT)-0.14 9-12 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.28 Horz(CT)-0.02 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 118 lb FT = 20% 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 7-11-11 oc bracing. WEBS 1 Row at midpt 6-7, 3-8, 5-7 REACTIONS (size)2=0-5-8, 7=0-3-8 Max Horiz 2=469 (LC 12) Max Uplift 2=-264 (LC 12), 7=-379 (LC 12) Max Grav 2=675 (LC 1), 7=572 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-818/219, 3-5=-317/58, 5-6=-1/1, 6-7=-52/67 BOT CHORD 2-9=-498/693, 7-9=-498/693 WEBS 3-9=0/251, 3-8=-609/437, 5-8=-184/368, 5-7=-544/392 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 15-0-0, Exterior(2E) 15-0-0 to 18-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 379 lb uplift at joint 7 and 264 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544916T07Half Hip 3 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:52 Page: 1 ID:1s1s44QYJKpZACSaeX3eupzmr1t-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 =2x4 =3x6 =3x4 =3x4 =3x6 =4x4 =3x8 =3x4 =2x4 1 191110 9 8 18 2 15 3 4 5 16 1767 1-8-0 -1-8-0 5-6-2 11-5-14 5-6-2 17-0-0 5-11-11 5-11-11 1-2-0 18-2-0 1-0-4 18-2-0 8-5-0 17-1-12 8-8-12 8-8-1211-2-110-4-510-3-510-3-5Scale = 1:69.8 Plate Offsets (X, Y):[2:0-2-3,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL)-0.16 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT)-0.22 9-11 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.74 Horz(CT)0.02 8 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 134 lb FT = 20% 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 5-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 6-9 REACTIONS (size)2=0-5-8, 8=0-3-8 Max Horiz 2=526 (LC 12) Max Uplift 2=-236 (LC 12), 8=-429 (LC 12) Max Grav 2=814 (LC 19), 8=767 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-997/195, 3-5=-838/174, 5-6=-163/1, 6-7=-82/36, 7-8=-859/350 BOT CHORD 2-11=-557/941, 9-11=-306/517, 8-9=-2/4 WEBS 3-11=-327/281, 5-11=-192/573, 5-9=-673/416, 6-9=-163/180, 7-9=-386/891 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 17-0-0, Exterior(2E) 17-0-0 to 18-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 8 and 236 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544917T08Half Hip 3 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:53 Page: 1 ID:xLYdbaWhKnkt2xm0q3BSyWzmr?9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 =2x4 =3x6 =3x4 =3x6 =3x4 =6x8 =2x4 1 9 15 8 16 7 2 13 3 4 5 14 6 1-8-0 -1-8-0 5-9-10 12-0-14 6-3-3 6-3-3 6-1-2 18-2-0 9-0-0 18-2-0 9-2-0 9-2-011-10-140-4-510-11-8Scale = 1:66.8 Plate Offsets (X, Y):[2:0-2-3,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL)-0.29 7-9 >759 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT)-0.36 7-9 >600 180 BCLL 0.0*Rep Stress Incr YES WB 0.32 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 108 lb FT = 20% 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 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS (size)2=0-5-8, 7=0-3-8 Max Horiz 2=554 (LC 12) Max Uplift 2=-220 (LC 12), 7=-455 (LC 12) Max Grav 2=811 (LC 19), 7=817 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-978/155, 3-5=-809/133, 5-6=-126/67, 6-7=-151/139 BOT CHORD 2-9=-546/928, 7-9=-287/477 WEBS 3-9=-341/295, 5-9=-190/619, 5-7=-726/442 NOTES (6) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 18-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 455 lb uplift at joint 7 and 220 lb uplift at joint 2. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544918T09Monopitch1812974568Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:53 Page: 1 ID:qNJa?lnsOENu3As2Z_3NIxzmr_q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 =2x4 =3x6 =3x4 =3x4 =3x6 =6x8 =3x4 1 9 15 8 16 7 2 13 3 4 5 14 6 1-8-0 -1-8-0 5-8-13 11-11-3 5-8-13 17-8-0 6-2-6 6-2-6 0-6-0 18-2-0 9-0-0 18-2-0 9-2-0 9-2-011-7-60-4-510-8-0Scale = 1:66.6 Plate Offsets (X, Y):[2:0-2-3,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL)-0.28 7-9 >767 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT)-0.36 7-9 >606 180 BCLL 0.0*Rep Stress Incr YES WB 0.32 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 107 lb FT = 20% 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 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS (size)2=0-5-8, 7=0-3-8 Max Horiz 2=554 (LC 12) Max Uplift 2=-220 (LC 12), 7=-455 (LC 12) Max Grav 2=811 (LC 19), 7=816 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-980/156, 3-5=-808/129, 5-6=-129/69, 6-7=-155/143 BOT CHORD 2-9=-548/930, 7-9=-294/490 WEBS 3-9=-336/290, 5-9=-181/607, 5-7=-731/443 NOTES (6) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 18-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 455 lb uplift at joint 7 and 220 lb uplift at joint 2. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544919T10Half Hip 1 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:54 Page: 1 ID:YosvZF5ISd8qhOmN8cQnS0zmqsg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 =2x4 =5x8 =3x6 =3x4 =4x8 =3x4 =2x4 1 9 8 7 6 2 13 3 14 154 5 1-8-0 -1-8-0 7-7-4 15-8-0 8-0-12 8-0-12 2-6-0 18-2-0 2-4-4 18-2-0 7-9-0 15-9-12 8-0-12 8-0-1210-5-60-4-59-6-09-6-0Scale = 1:60.5 Plate Offsets (X, Y):[2:0-2-0,0-1-10], [3:0-4-0,0-3-0], [4:0-5-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL)0.14 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT)-0.16 9-12 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.30 Horz(CT)-0.02 6 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 121 lb FT = 20% 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 5-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-6 REACTIONS (size)2=0-5-8, 6=0-3-8 Max Horiz 2=488 (LC 12) Max Uplift 2=-255 (LC 12), 6=-395 (LC 12) Max Grav 2=675 (LC 1), 6=572 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-4=-805/194, 4-5=-1/0, 5-6=-29/56 BOT CHORD 2-9=-488/683, 7-9=-489/681, 6-7=-102/144 WEBS 3-9=0/265, 3-7=-640/459, 4-7=-186/388, 4-6=-582/409 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 15-8-0, Exterior(2E) 15-8-0 to 18-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 395 lb uplift at joint 6 and 255 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544920T11Half Hip 1 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:54 Page: 1 ID:4OoOO8Zeop_VmR67YqoE33zmr2z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 =2x4 =3x6 =3x6 =3x6 =3x4 =4x8 =3x4 =2x4 1 10 9 8 7 2 14 3 4 15 5 16 17 6 1-8-0 -1-8-0 6-7-4 13-8-0 7-0-12 7-0-12 4-6-0 18-2-0 4-4-4 18-2-0 6-9-0 13-9-12 7-0-12 7-0-129-3-60-4-58-4-08-4-0Scale = 1:55 Plate Offsets (X, Y):[5:0-5-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL)0.08 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT)-0.10 10-13 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.66 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 113 lb FT = 20% 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 8-0-2 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS (size)2=0-5-8, 7=0-3-8 Max Horiz 2=431 (LC 12) Max Uplift 2=-280 (LC 12), 7=-349 (LC 12) Max Grav 2=675 (LC 1), 7=572 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-838/263, 3-5=-383/116, 5-6=-4/2, 6-7=-113/91 BOT CHORD 2-10=-507/700, 8-10=-507/700, 7-8=-173/248 WEBS 3-10=0/227, 3-8=-553/395, 5-8=-164/351, 5-7=-514/362 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 13-8-0, Exterior(2E) 13-8-0 to 18-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 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 349 lb uplift at joint 7 and 280 lb uplift at joint 2. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544921T12Half Hip 1 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:54 Page: 1 ID:4OoOO8Zeop_VmR67YqoE33zmr2z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x6 =2x4 =4x6 =5x12 =4x4 =2x4 1 7 15 6 2 11 3 12 13 144 5 1-8-0 -1-8-0 5-7-4 11-8-0 6-0-12 6-0-12 6-6-0 18-2-0 6-6-0 18-2-0 11-8-0 11-8-08-1-60-4-57-2-07-2-0Scale = 1:49.8 Plate Offsets (X, Y):[2:0-2-3,0-1-8], [4:0-3-8,0-2-0], [7:0-6-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL)-0.37 7-10 >586 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT)-0.57 7-10 >379 180 BCLL 0.0*Rep Stress Incr YES WB 0.55 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 102 lb FT = 20% 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 5-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. REACTIONS (size)2=0-5-8, 6=0-3-8 Max Horiz 2=375 (LC 12) Max Uplift 2=-301 (LC 12), 6=-311 (LC 12) Max Grav 2=777 (LC 19), 6=656 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-877/336, 3-4=-563/199, 4-5=-431/236, 5-6=-581/322 BOT CHORD 2-6=-528/812 WEBS 3-7=-446/341, 4-7=-102/131, 5-7=-341/629 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 11-8-0, Exterior(2R) 11-8-0 to 15-10-15, Interior (1) 15-10-15 to 18-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 311 lb uplift at joint 6 and 301 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544922T13Half Hip 1 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:55 Page: 1 ID:4OoOO8Zeop_VmR67YqoE33zmr2z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =4x4 =2x4 =4x4 =5x12 =3x4 =4x4 =2x4 1 8 15 16 7 2 12 3 13 4 5 14 6 1-8-0 -1-8-0 4-1-4 13-9-4 4-7-4 9-8-0 5-0-12 5-0-12 4-4-12 18-2-0 8-6-0 18-2-0 9-8-0 9-8-06-11-60-4-56-0-06-0-0Scale = 1:44.1 Plate Offsets (X, Y):[8:0-6-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL)-0.18 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT)-0.23 7-8 >928 180 BCLL 0.0*Rep Stress Incr YES WB 0.56 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 104 lb FT = 20% 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 5-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. REACTIONS (size)2=0-5-8, 7=0-3-8 Max Horiz 2=318 (LC 12) Max Uplift 2=-316 (LC 12), 7=-278 (LC 9) Max Grav 2=756 (LC 19), 7=646 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-910/378, 3-4=-693/267, 4-5=-543/283, 5-6=-15/1, 6-7=-97/76 BOT CHORD 2-7=-521/827 WEBS 3-8=-355/279, 4-8=0/178, 5-8=-155/385, 5-7=-578/325 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-8-14 to 1-3-2, Interior (1) 1-3-2 to 9-8-0, Exterior(2R) 9-8-0 to 13-9-4, Interior (1) 13-9-4 to 18-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 7 and 316 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544923T14Half Hip 1 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:55 Page: 1 ID:4OoOO8Zeop_VmR67YqoE33zmr2z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 712 =3x4 =2x4 =2x4 1 4 2 9 10 3 1-8-0 -1-8-0 7-0-0 7-0-0 7-0-05-4-110-4-54-5-5Scale = 1:32.9 Plate Offsets (X, Y):[2:0-0-4,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 31 lb FT = 20% 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=7-0-0, 4=7-0-0, 5=7-0-0 Max Horiz 2=237 (LC 12), 5=237 (LC 12) Max Uplift 2=-127 (LC 12), 4=-164 (LC 12), 5=-127 (LC 12) Max Grav 2=325 (LC 1), 4=235 (LC 19), 5=325 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-397/135, 3-4=-198/318 BOT CHORD 2-4=-27/175 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-8-14 to 1-3-2, Exterior(2N) 1-3-2 to 6-10-4 zone;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 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 127 lb uplift at joint 2, 164 lb uplift at joint 4 and 127 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544924T15Monopitch Structural Gable 2 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:55 Page: 1 ID:Jbox8bGyh8r2GciJa4sMYnzmr3M-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 812 =4x8 =3x4 =2x4 =2x4 1 9 5 2 3 4 0-10-0 0-10-0 1-6-4 2-4-4 1-8-0 -1-8-0 2-4-42-8-30-4-71-7-10-3-80-3-80-7-100-11-2Scale = 1:24.9 Plate Offsets (X, Y):[2:0-4-0,0-2-7], [2:Edge,0-1-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 13 lb FT = 20% 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)2=2-4-4, 5=2-4-4, 6=2-4-4 Max Horiz 2=103 (LC 12), 6=103 (LC 12) Max Uplift 2=-116 (LC 12), 5=-18 (LC 12), 6=-116 (LC 12) Max Grav 2=202 (LC 1), 5=40 (LC 19), 6=202 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2-4=-164/55, 4-5=-66/79 BOT CHORD 2-5=-46/159 NOTES (9) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-9-0 to 1-3-0, Exterior(2N) 1-3-0 to 2-2-8 zone;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plategrip 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 116 lb uplift at joint 2, 18 lb uplift at joint 5 and 116 lb uplift at joint 2. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544925T18Monopitch Supported Gable 4 12974568 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:55 Page: 1 ID:5e7ArO?KGkVdhbFf5I95LCzmq9c-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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 812 =3x4 =2x4 =2x4 1 4 2 3 1-8-0 -1-8-0 2-4-4 2-4-4 2-4-43-0-60-4-71-11-4Scale = 1:22.7 Plate Offsets (X, Y):[2:0-4-3,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL)0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT)0.00 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 13 lb FT = 20% 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)2=0-5-8, 4= Mechanical Max Horiz 2=120 (LC 12) Max Uplift 2=-105 (LC 12), 4=-29 (LC 12) Max Grav 2=202 (LC 1), 4=43 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2-3=-233/102, 3-4=-79/63 BOT CHORD 2-4=-80/194 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-0 to 1-3-0, Interior (1) 1-3-0 to 2-2-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 29 lb uplift at joint 4 and 105 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T28544926T19Monopitch612974568Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Mon Aug 15 18:49:56 Page: 1 ID:pqFOWcJGv1uoQlprAT8Qxuzmq9B-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 16,2022 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