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1850 Ocean Grove PPI24-0002 Truss seals16023 Swingley Ridge Rd. Chesterfield, MO 63017 314.434.1200 MiTek, Inc. RE: 3823710 - Design Code: FBC2023/TPI2014Wind Code: ASCE 7-22 Wind Speed: 130 mph Roof Load: 32.0 psf Design Program: MiTek 20/20 8.7 1 of 1 This package includes 26 individual, 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 Site Information: Lot/Block: . Customer Info: PILLAR CONSTRUCTION Project Name: 3823710 Model: SUN-JETT 2 STORY Subdivision: .Address: 1850 OCEAN GROVE DRIVE, . State: FLCity: Atlantic Beach Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: License #: Address: City: State: January 26,2024 Lee, Julius 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: Lee, Julius My license renewal date for the state of Florida is February 28, 2025. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T32748151 CJ02 Date 1/25/242T32748152CJ031/25/243T32748153EJ011/25/244T32748154EJ021/25/245T32748155F011/25/246T32748156F021/25/247T32748157F031/25/248T32748158F03G1/25/249T32748159F041/25/2410T32748160F04A1/25/2411T32748161F04B1/25/2412T32748162F051/25/2413T32748163HJ011/25/2414T32748164J011/25/2415T32748165J021/25/2416T32748166T011/25/2417T32748167T021/25/2418T32748168T031/25/2419T32748169T041/25/2420T32748170T051/25/2421T32748171T061/25/2422T32748172T071/25/24 No.Seal#Truss Name 23 T32748173 T08 Date 1/25/2424T32748174T091/25/2425T32748175TF011/25/2426T32748176TF021/25/24 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =3x4 1 4 2 8 3 1-4-0 -1-4-0 3-0-0 3-0-0 3-0-01-4-100-3-141-0-14Scale = 1:20.8 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 0.23 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 3 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MP Weight: 11 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)2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=69 (LC 8) Max Uplift 2=-176 (LC 8), 3=-50 (LC 12), 4=-7 (LC 12) Max Grav 2=182 (LC 1), 3=55 (LC 1), 4=36 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-69/16 BOT CHORD 2-4=-13/67 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 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)All bearings are assumed to be SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 3, 176 lb uplift at joint 2 and 7 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748151CJ02Jack-Open 8 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:33 Page: 1 ID:cQTPSbPSZcsGbh35B9wQUjzukRe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =3x4 1 4 2 8 9 3 1-4-0 -1-4-0 5-0-0 5-0-0 5-0-01-10-100-3-141-6-14Scale = 1:21.9 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)0.06 4-7 >992 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 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 FBC2023/TPI2014 Matrix-MP Weight: 17 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=99 (LC 8) Max Uplift 2=-207 (LC 8), 3=-100 (LC 12), 4=-12 (LC 12) Max Grav 2=240 (LC 1), 3=106 (LC 1), 4=65 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-110/69 BOT CHORD 2-4=-131/128 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 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)All bearings are assumed to be SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 3, 207 lb uplift at joint 2 and 12 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748152CJ03Jack-Open 8 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:35 Page: 1 ID:1?9X5dSKsXFrS8ogsHT76LzukRb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =4x4 1 4 2 8 9 10 3 1-4-0 -1-4-0 7-0-0 7-0-0 7-0-02-4-100-3-142-0-14Scale = 1:23.1 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 0.82 Vert(LL)0.20 4-7 >409 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT)-0.18 4-7 >467 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MP Weight: 23 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 5-1-0 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=128 (LC 8) Max Uplift 2=-244 (LC 8), 3=-146 (LC 8), 4=-14 (LC 12) Max Grav 2=301 (LC 1), 3=156 (LC 1), 4=94 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-153/90 BOT CHORD 2-4=-178/179 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 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)All bearings are assumed to be SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 3, 244 lb uplift at joint 2 and 14 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748153EJ01Jack-Partial 9 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:35 Page: 1 ID:jrecwolyWjx4VEMWT5RXl6zukSV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 2.12 12 =4x4 1 4 2 8 3 1-10-10 -1-10-10 2-11-4 2-11-4 2-11-41-1-130-3-140-10-1Scale = 1:18.6 Plate Offsets (X, Y):[2:0-6-9,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 0.47 Vert(LL)0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT)0.00 7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MP Weight: 12 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 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-7-6, 3= Mechanical, 4= Mechanical Max Horiz 2=56 (LC 8) Max Uplift 2=-238 (LC 8), 3=-36 (LC 12), 4=-4 (LC 12) Max Grav 2=227 (LC 1), 3=42 (LC 1), 4=31 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=-160/23 BOT CHORD 2-4=-22/145 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-10-10 to 2-4-5, Zone2 2-4-5 to 2-10-8 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)All bearings are assumed to be SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 3, 238 lb uplift at joint 2 and 4 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748154EJ02Jack-Partial 1 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:35 Page: 1 ID:iSf9rqizaYU7lE7J?OeddAzuU5T-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =3x4 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 311 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0-1-8 18-8-15 18-8-151-8-01-8-0Scale = 1:34.5 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 17.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 16 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MR Weight: 89 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) *Except* 30-31:2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)16=18-8-15, 17=18-8-15,18=18-8-15, 19=18-8-15, 20=18-8-15, 21=18-8-15, 22=18-8-15, 23=18-8-15, 24=18-8-15, 25=18-8-15, 26=18-8-15, 27=18-8-15, 28=18-8-15, 29=18-8-15, 30=18-8-15 Max Grav 16=77 (LC 1), 17=175 (LC 1), 18=163 (LC 1), 19=166 (LC 1), 20=165 (LC 1), 21=165 (LC 1), 22=165 (LC 1), 23=165 (LC 1), 24=165 (LC 1), 25=165 (LC 1), 26=165 (LC 1), 27=165 (LC 1), 28=167 (LC 1), 29=161 (LC 1), 30=63 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-30=-57/0, 15-16=-69/0, 1-2=-7/0, 2-3=-7/0, 3-4=-7/0, 4-5=-7/0, 5-6=-7/0, 6-7=-7/0, 7-8=-7/0, 8-9=-7/0, 9-10=-7/0, 10-11=-7/0, 11-12=-7/0, 12-13=-7/0, 13-14=-7/0, 14-15=-7/0 BOT CHORD 29-30=0/7, 28-29=0/7, 27-28=0/7, 26-27=0/7, 25-26=0/7, 24-25=0/7, 23-24=0/7, 22-23=0/7, 21-22=0/7, 20-21=0/7, 19-20=0/7, 18-19=0/7, 17-18=0/7, 16-17=0/7 WEBS 2-29=-149/0, 3-28=-153/0, 4-27=-152/0, 5-26=-152/0, 6-25=-152/0, 7-24=-152/0, 8-23=-152/0, 9-22=-152/0, 10-21=-152/0, 11-20=-152/0, 12-19=-153/0, 13-18=-149/0, 14-17=-163/0 NOTES 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)All bearings are assumed to be SP No.2 . 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748155F01Floor Supported Gable 1 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:35 Page: 1 ID:gxocTG1LceeUkGkqYUAoAZzuU8w-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x3 =1.5x3 =4x6 =4x6 =4x6 =1.5x3 =1.5x3 =4x6 =4x6 =4x4 =1.5x3 19 18 17 16 15 14 13 12 11 201 2 3 4 5 6 7 8 9 10 0-1-8 1-10-7 1-3-0 18-8-15 18-8-151-8-01-8-0Scale = 1:34.5 Plate Offsets (X, Y):[6:0-1-8,Edge], [11:Edge,0-1-8], [16:0-1-8,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)-0.20 14-15 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.64 Vert(CT)-0.30 14-15 >741 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.05 11 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 102 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 2850F 2.0E or 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)11= Mechanical, 19=0-5-8 Max Grav 11=1151 (LC 1), 19=1143 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=-43/0, 10-11=-40/0, 1-2=-2/0, 2-3=-1663/0, 3-4=-2733/0, 4-5=-3425/0, 5-6=-3425/0, 6-7=-3315/0, 7-8=-2727/0, 8-9=-1625/0, 9-10=0/0 BOT CHORD 18-19=0/973, 17-18=0/2323, 16-17=0/3146, 15-16=0/3425, 14-15=0/3425, 13-14=0/3147, 12-13=0/2292, 11-12=0/935 WEBS 9-11=-1443/0, 2-19=-1460/0, 9-12=0/1096, 2-18=0/1094, 8-12=-1058/0, 3-18=-1049/0, 8-13=0/691, 3-17=0/651, 7-13=-668/0, 4-17=-657/0, 7-14=0/394, 4-16=0/671, 6-14=-454/123, 5-16=-306/0, 6-15=-237/122 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)All bearings are assumed to be SP No.2 . 4)Refer to girder(s) for truss to truss connections. 5)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. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748156F02Floor413823710Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:35 Page: 1 ID:NMtdlASn4ggmo3qZc32e4Hzul6C-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP=1.5x3 =1.5x3 =4x6 =4x6 =4x6 =4x4 =4x4 =3x4 =3x6 =3x4 =3x4 =1.5x3 =1.5x3 =3x4 =3x4 =3x4 =3x4 =4x4 =4x4 =4x6 =4x6 =4x6 =1.5x3 =1.5x3 23 22 21 20 19 18 17 16 15 14 13 24 25123456789101112 1-6-00-1-8 0-1-8 1-3-0 21-0-0 21-0-01-8-01-8-0Scale = 1:38.7 Plate Offsets (X, Y):[5:0-1-8,Edge], [13:Edge,0-1-8], [17:0-1-8,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 0.78 Vert(LL)-0.26 16-17 >943 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.71 Vert(CT)-0.41 16-17 >605 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.08 13 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 116 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) *Except* 20-13:2x4 SP 2850F 2.0E or 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)13=0-5-8, 23=0-5-8 Max Grav 13=1279 (LC 1), 23=1279 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-42/0, 12-13=-41/0, 1-2=-2/0, 2-3=-1890/0, 3-4=-3199/0, 4-5=-3994/0, 5-6=-4297/0, 6-7=-4297/0, 7-9=-4000/0, 9-10=-3197/0, 10-11=-1890/0, 11-12=-2/0 BOT CHORD 22-23=0/1095, 21-22=0/2663, 19-21=0/3711, 18-19=0/4297, 17-18=0/4297, 16-17=0/4253, 15-16=0/3716, 14-15=0/2662, 13-14=0/1095 WEBS 11-13=-1643/0, 2-23=-1642/0, 11-14=0/1263, 2-22=0/1263, 10-14=-1225/0, 3-22=-1227/0, 10-15=0/849, 3-21=0/850, 9-15=-824/0, 4-21=-814/0, 9-16=0/452, 4-19=0/549, 7-16=-443/0, 5-19=-686/0, 7-17=-252/438, 5-18=-144/247, 6-17=-196/37 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 20 = 11% 3)All bearings are assumed to be SP No.2 . 4)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748157F03Floor413823710Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:36 Page: 1 ID:qAGnoLjc2S2pngU4DoETonzuUAc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP=1.5x3 =1.5x3 =5x8 =5x8 =4x6 =1.5x3 =4x6 =5x6 =4x4 =4x4 =3x4 =3x4 =3x4 =1.5x3 =1.5x3 =3x4 =3x4 =3x4 =3x4 =4x4 =4x4 =3x6 =1.5x3 =1.5x3 24 23 22 21 20 19 18 17 16 15 14 25 261234567892710111213 0-1-8 0-1-80-10-0 1-3-0 1-9-8 2-5-8 2-5-8 18-6-8 21-0-01-8-01-8-0Scale = 1:38.1 Plate Offsets (X, Y):[8:0-1-8,Edge], [17:0-1-8,Edge], [24:Edge,0-1-8] 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 0.84 Vert(LL)-0.17 16-17 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.62 Vert(CT)-0.25 16-17 >888 240 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT)0.03 14 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 118 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except* 20-14:2x4 SP 2850F 2.0E or 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.2(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: 23-24,22-23. REACTIONS (size)14=0-5-8, 23=2-5-8, 24=2-5-8 Max Uplift 24=-1385 (LC 4) Max Grav 14=1105 (LC 4), 23=2932 (LC 1), 24=-374 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=-61/0, 13-14=-51/0, 1-2=-2/0, 2-3=0/2088, 3-4=0/2088, 4-5=-60/290, 5-6=-1296/0, 6-8=-2219/0, 8-9=-2636/0, 9-10=-2636/0, 10-11=-2416/0, 11-12=-1535/0, 12-13=-2/0 BOT CHORD 23-24=-1254/0, 22-23=-1014/0, 21-22=0/699, 19-21=0/1864, 18-19=0/2636, 17-18=0/2636, 16-17=0/2661, 15-16=0/2123, 14-15=0/931 WEBS 3-23=-113/0, 2-24=0/1885, 2-23=-1737/0,4-23=-1682/0, 12-14=-1395/0, 4-22=0/1357,12-15=0/959, 5-22=-1334/0, 11-15=-934/0,5-21=0/948, 11-16=0/466, 6-21=-903/0,10-16=-388/0, 6-19=0/565, 10-17=-222/270,8-19=-722/0, 8-18=-35/257, 9-17=-147/15 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SP No.2 . 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1385 lb uplift at joint 24. 4)This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 5)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. 6)CAUTION, Do not erect truss backwards. 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: 14-24=-10, 1-27=-114, 13-27=-139 (F=-25) Job Truss Truss Type Qty Ply T32748158F03GFloor113823710Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:36 Page: 1 ID:qAGnoLjc2S2pngU4DoETonzuUAc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f FASTEN TRUSS TO BEARING FORTHE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP =1.5x3 =3x6 =6x8 =4x8 =4x6 =3x6 =5x6 =3x4 =4x6 =4x4 =4x4 =1.5x3 =3x4 =3x4 =3x4 =1.5x3 =1.5x3 =3x4 =3x4 =3x4 =3x4 =4x4 =4x4 =3x6 =1.5x3 =1.5x3 25 24 23 22 21 20 19 18 17 16 15 26 271234567891011121314 0-1-8 0-1-8 1-3-0 0-8-0 1-11-8 0-2-12 2-2-12 2-0-0 2-0-0 18-9-4 21-0-01-8-01-8-0Scale = 1:39.4 Plate Offsets (X, Y):[9:0-1-8,Edge], [18:0-1-8,Edge], [25:Edge,0-1-8] 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 0.80 Vert(LL)-0.20 19-20 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.79 Vert(CT)-0.24 19-20 >936 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT)0.05 15 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 123 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) *Except* 8-14:2x4 SP No.1 (flat) BOT CHORD 2x4 SP No.2(flat) *Except* 21-15:2x4 SP 2850F 2.0E or 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)15=0-5-8, 24=0-5-8 Max Grav 15=1083 (LC 4), 24=3155 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-1556/0, 14-15=-43/0, 1-2=-66/0, 2-3=0/2284, 3-4=0/2284, 4-6=-969/1354, 6-7=-2166/647, 7-9=-2872/133, 9-10=-3087/0, 10-11=-3087/0, 11-12=-2540/0, 12-13=-1559/0, 13-14=-2/0 BOT CHORD 24-25=-768/0, 23-24=-1790/206, 22-23=-951/1670, 20-22=-373/2642, 19-20=0/3087, 18-19=0/3087, 17-18=0/2894, 16-17=0/2174, 15-16=0/919 WEBS 3-24=-183/0, 4-24=-1663/0, 13-15=-1379/0, 4-23=0/1356, 13-16=0/1015, 6-23=-1308/0, 12-16=-976/0, 6-22=0/930, 12-17=0/582, 7-22=-887/0, 11-17=-561/61, 7-20=0/677, 11-18=-360/546, 9-20=-892/0, 9-19=-154/324, 10-18=-270/96, 2-24=-2287/0, 2-25=0/1768 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)The Fabrication Tolerance at joint 21 = 11% 4)All bearings are assumed to be SP No.2 . 5)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. 6)CAUTION, Do not erect truss backwards. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1560 lb down at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the faceof 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: 15-25=-10, 1-14=-114 Concentrated Loads (lb) Vert: 1=-1560 (F) Job Truss Truss Type Qty Ply T32748159F04Floor213823710Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:36 Page: 1 ID:TVW3H1XLYnP3bos2?aSnBDzukH9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP =1.5x3 =3x6 =6x8 =4x8 =4x6 =3x6 =5x6 =3x4 =4x6 =4x4 =4x4 =1.5x3 =3x4 =3x4 =3x4 =1.5x3 =1.5x3 =3x4 =3x4 =3x4 =3x4 =4x4 =4x4 =4x6 =1.5x3 =1.5x3 25 24 23 22 21 20 19 18 17 16 15 26 27123456789101112281314 0-1-8 0-1-8 1-3-0 0-8-0 1-11-8 0-2-12 2-2-12 2-0-0 2-0-0 18-9-4 21-0-01-8-01-8-0Scale = 1:39.4 Plate Offsets (X, Y):[9:0-1-8,Edge], [15:Edge,0-1-8], [18:0-1-8,Edge], [25:Edge,0-1-8] 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 0.81 Vert(LL)-0.20 19-20 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.80 Vert(CT)-0.24 17-18 >930 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT)0.05 15 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 123 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) *Except* 8-14:2x4 SP No.1 (flat) BOT CHORD 2x4 SP No.2(flat) *Except* 21-15:2x4 SP 2850F 2.0E or 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)15=0-5-8, 24=0-5-8 Max Grav 15=1140 (LC 4), 24=3159 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-1556/0, 14-15=-54/0, 1-2=-66/0, 2-3=0/2283, 3-4=0/2283, 4-6=-976/1351, 6-7=-2179/642, 7-9=-2893/126, 9-10=-3113/0, 10-11=-3113/0, 11-12=-2578/0, 12-13=-1600/0, 13-14=-2/0 BOT CHORD 24-25=-768/0, 23-24=-1789/210, 22-23=-947/1680, 20-22=-367/2658, 19-20=0/3113, 18-19=0/3113, 17-18=0/2926, 16-17=0/2215, 15-16=0/961 WEBS 3-24=-183/0, 4-24=-1668/0, 13-15=-1440/0, 4-23=0/1361, 13-16=0/1015, 6-23=-1314/0, 12-16=-977/0, 6-22=0/935, 12-17=0/576, 7-22=-892/0, 11-17=-553/64, 7-20=0/683, 11-18=-369/543, 9-20=-902/0, 9-19=-153/329, 10-18=-269/97, 2-24=-2287/0, 2-25=0/1768 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)The Fabrication Tolerance at joint 21 = 11% 4)All bearings are assumed to be SP No.2 . 5)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. 6)CAUTION, Do not erect truss backwards. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1560 lb down at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the faceof 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: 15-25=-10, 1-28=-114, 14-28=-139 (F=-25) Concentrated Loads (lb) Vert: 1=-1560 (F) Job Truss Truss Type Qty Ply T32748160F04AFloor213823710Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:37 Page: 1 ID:TVW3H1XLYnP3bos2?aSnBDzukH9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP =1.5x3 =3x6 =6x8 =4x8 =4x6 =3x6 =5x6 =3x4 =5x6 =4x4 =4x4 =1.5x3 =4x4 =4x4 =3x4 =1.5x3 =1.5x3 =3x4 =3x4 =3x4 =3x4 =4x6 =4x6 =4x6 =1.5x3 =1.5x3 25 24 23 22 21 20 19 18 17 16 15 26 27123456789281011121314 0-1-8 0-1-8 1-3-0 0-8-0 1-11-8 0-2-12 2-2-12 2-0-0 2-0-0 18-9-4 21-0-01-8-01-8-0Scale = 1:39.4 Plate Offsets (X, Y):[9:0-1-8,Edge], [15:Edge,0-1-8], [18:0-1-8,Edge], [25:Edge,0-1-8] 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 0.85 Vert(LL)-0.20 19-20 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.85 Vert(CT)-0.28 17-18 >799 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT)0.05 15 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 123 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) *Except* 8-14:2x4 SP No.1 (flat) BOT CHORD 2x4 SP No.2(flat) *Except* 21-15:2x4 SP 2850F 2.0E or 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)15=0-5-8, 24=0-5-8 Max Grav 15=1244 (LC 4), 24=3201 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-1557/0, 14-15=-52/0, 1-2=-66/0, 2-3=0/2283, 3-4=0/2283, 4-6=-1047/1326, 6-7=-2318/593, 7-9=-3101/52, 9-10=-3385/0, 10-11=-3385/0, 11-12=-2864/0, 12-13=-1772/0, 13-14=-2/0 BOT CHORD 24-25=-769/0, 23-24=-1776/245, 22-23=-910/1785, 20-22=-307/2827, 19-20=0/3385, 18-19=0/3385, 17-18=0/3236, 16-17=0/2468, 15-16=0/1054 WEBS 3-24=-188/0, 4-24=-1720/0, 13-15=-1580/0, 4-23=0/1416, 13-16=0/1139, 6-23=-1369/0, 12-16=-1105/0, 6-22=0/987, 12-17=0/630, 7-22=-941/0, 11-17=-590/51, 7-20=0/746, 11-18=-429/528, 9-20=-999/0, 9-19=-133/374, 10-18=-272/101, 2-24=-2286/0, 2-25=0/1768 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 21 = 11% 3)All bearings are assumed to be SP No.2 . 4)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. 5)CAUTION, Do not erect truss backwards. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1560 lb down at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7)In the LOAD CASE(S) section, loads applied to the faceof 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: 15-25=-10, 1-28=-114, 14-28=-139 (F=-25) Concentrated Loads (lb) Vert: 1=-1560 (F) Job Truss Truss Type Qty Ply T32748161F04BFloor113823710Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:37 Page: 1 ID:TVW3H1XLYnP3bos2?aSnBDzukH9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP=3x6 =4x6 =5x6 =5x6 =3x6 =3x8 =6x8 =3x4 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 40 411234567891011121314151617181920 0-1-8 0-5-12 0-1-8 0-7-4 1-0-4 0-1-8 2-0-0 2-0-0 19-0-0 21-0-01-8-01-8-0Scale = 1:41.5 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 0.32 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.27 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horiz(TL)0.00 21 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 114 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) *Except* 39-40,21-41:2x4 SP No.2(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: 38-39,37-38. REACTIONS (size)21=19-0-0, 22=19-0-0, 23=19-0-0, 24=19-0-0, 25=19-0-0, 26=19-0-0, 27=19-0-0, 28=19-0-0, 29=19-0-0, 31=19-0-0, 32=19-0-0, 33=19-0-0, 34=19-0-0, 35=19-0-0, 36=19-0-0, 37=19-0-0 Max Uplift 36=-2034 (LC 3) Max Grav 21=32 (LC 4), 22=151 (LC 1), 23=169 (LC 4), 24=165 (LC 1), 25=166 (LC 4), 26=165 (LC 1), 27=165 (LC 4), 28=165 (LC 4), 29=165 (LC 1), 31=165 (LC 4), 32=166 (LC 1), 33=164 (LC 4),34=179 (LC 1), 35=145 (LC 4),36=-598 (LC 4), 37=2977 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-39=-650/0, 20-21=-29/0, 1-2=-27/0, 2-3=0/813, 3-4=0/813, 4-6=-13/0, 6-7=-1/0, 7-8=-1/0, 8-9=-1/0, 9-10=-1/0, 10-11=-1/0, 11-12=-1/0, 12-13=-1/0, 13-15=-1/0, 15-16=-1/0, 16-17=-1/0, 17-18=-1/0, 18-19=-1/0, 19-20=-1/0 BOT CHORD 38-39=-511/0, 37-38=-511/0, 36-37=0/1,35-36=0/1, 34-35=0/1, 33-34=0/1, 32-33=0/1,31-32=0/1, 29-31=0/1, 28-29=0/1, 27-28=0/1,26-27=0/1, 25-26=0/1, 24-25=0/1, 23-24=0/1,22-23=0/1, 21-22=0/1 WEBS 3-37=-218/0, 2-38=-62/0, 4-36=0/1953, 6-35=-129/22, 7-34=-168/0, 8-33=-150/0, 9-32=-153/0, 10-31=-152/0, 11-29=-152/0, 12-28=-152/0, 13-27=-152/0, 15-26=-152/0, 16-25=-152/0, 17-24=-151/0, 18-23=-155/0, 19-22=-139/0, 2-39=0/852, 2-37=-682/0, 4-37=-2153/0 NOTES 1)Unbalanced floor live loads have been considered forthis 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)All bearings are assumed to be SP No.2 . 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2034 lb uplift at joint 36. 7)N/A 8)This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 9)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. 10)CAUTION, Do not erect truss backwards. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 598 lb down at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the faceof 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: 21-39=-10, 1-20=-114 Concentrated Loads (lb) Vert: 1=-598 (F) Job Truss Truss Type Qty Ply T32748162F05Floor Supported Gable 1 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:37 Page: 1 ID:zZFhVTJPz0g4dyaRyXbQ8dzuU8Y-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE CONNECTION OF TRUSS TO BEARING PLATE AT JOINT 36 CAPABLE OF WITHSTANDING 2034 LBS UPLIFTREACTION DUE TO GRAVITY LOADING APPLIED TO THE TRUSS. IT IS THE RESPONSIBILITY OF THE PROJECTARCHITECT/ENGINEER TO DESIGN THE CONNECTION OF THE TRUSS TO THE BEARING PLATE, PROVIDE AND DESIGNCONNECTION SYSTEM FOR A CONTINUOUS LOAD PATH FROM THE TRUSS TO THE FOUNDATION, AND DESIGN FOOTING/FOUNDATION TO RESIST SUCH UPLIFT. FAILURE TO DO SO WILL VOID THIS CONSTRUCTION. January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 2.1212 ST1.5x8 STP =3x4 =2x4 =3x4 =3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 15147 65 2 11 3 12 13 4 1-10-10 -1-10-10 4-3-6 9-9-5 5-5-15 5-5-15 0-8-3 9-9-5 3-7-3 9-1-2 5-5-15 5-5-152-4-50-3-142-0-9Scale = 1:37.6 Plate Offsets (X, Y):[2:0-7-1,0-0-2] 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)0.08 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT)-0.08 7-10 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.40 Horz(CT)-0.01 5 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 39 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 5-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-0 oc bracing. REACTIONS (size)2=0-7-6, 4= Mechanical, 5=Mechanical Max Horiz 2=123 (LC 4) Max Uplift 2=-395 (LC 4), 4=-92 (LC 10), 5=-193 (LC 8) Max Grav 2=463 (LC 1), 4=113 (LC 1), 5=281 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/18, 2-3=-1071/761, 3-4=-33/23 BOT CHORD 2-7=-811/1045, 6-7=-811/1045, 5-6=0/0 WEBS 3-7=-50/205, 3-6=-1077/836 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior (2) zone; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible forverifying applied roof live load shown covers rain loadingrequirements 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)All bearings are assumed to be SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 4, 395 lb uplift at joint 2 and 193 lb uplift at joint 5. 8)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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: 12=-60 (F=-30, B=-30), 14=-18 (F=-9, B=-9), 15=-56 (F=-28, B=-28) Job Truss Truss Type Qty Ply T32748163HJ01Diagonal Hip Girder 4 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:38 Page: 1 ID:5tZCEldlK88jlSRYFxEfDVzukRM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =3x4 =3x4 1 4 2 3 1-4-0 -1-4-0 1-10-8 1-10-8 1-10-81-1-40-3-140-9-8Scale = 1:22.5 Plate Offsets (X, Y):[2:0-1-12,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)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MP Weight: 8 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 1-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=1-10-8, 3=1-10-8, 4=1-10-8, 5=1-10-8 Max Horiz 2=54 (LC 8), 5=54 (LC 8) Max Uplift 2=-171 (LC 8), 3=-21 (LC 12), 4=-2 (LC 12), 5=-171 (LC 8) Max Grav 2=161 (LC 1), 3=24 (LC 1), 4=19 (LC 3), 5=161 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=-110/17 BOT CHORD 2-4=-15/93 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)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)All bearings are assumed to be SP No.2 . 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 2, 2 lb uplift at joint 4, 21 lb uplift at joint 3 and 171 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748164J01Monopitch Supported Gable 1 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:38 Page: 1 ID:RZOLPFy0j_DisyYR?SXdFbzuU7k-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =3x4 1 4 2 3 1-4-0 -1-4-0 1-10-8 1-10-8 1-10-81-1-40-3-140-9-8Scale = 1:21.3 Plate Offsets (X, Y):[2:0-2-12,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 0.10 Vert(CT)0.00 7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MP Weight: 8 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 1-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 4= Mechanical Max Horiz 2=53 (LC 8) Max Uplift 2=-170 (LC 8), 4=-27 (LC 9) Max Grav 2=161 (LC 1), 4=34 (LC 3) FORCES (lb) - Maximum Compression/Maximum TensionTOP CHORD 1-2=0/18, 2-3=-113/20 BOT CHORD 2-4=-15/86 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 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)All bearings are assumed to be SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 170 lb uplift at joint 2 and 27 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748165J02Monopitch413823710Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:38 Page: 1 ID:g1vJkWr?cXDrvjxvXmOlwvzuU7s-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =3x8 =5x6 =3x4 =3x4 =5x8 =5x6 =3x8 Special NAILED NAILED Special Special NAILED NAILED Special 1 7 9 18 19 8 2 6 3 16 4 17 5 1-4-0 -1-4-0 1-4-0 20-4-0 2-6-0 9-6-0 2-6-0 12-0-0 7-0-0 7-0-0 7-0-0 19-0-0 4-6-12 11-8-8 7-1-12 7-1-12 7-3-8 19-0-02-4-100-3-142-0-14Scale = 1:39.9 Plate Offsets (X, Y):[8:0-4-0,0-3-4] 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 0.92 Vert(LL)0.41 8-9 >558 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT)-0.44 8-9 >518 180 BCLL 0.0*Rep Stress Incr NO WB 0.23 Horz(CT)0.10 6 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 74 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 *Except* 3-5:2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-7-2 oc bracing. REACTIONS (size)2=0-5-8, 6=0-5-8 Max Horiz 2=-53 (LC 13) Max Uplift 2=-957 (LC 4), 6=-953 (LC 5) Max Grav 2=1288 (LC 1), 6=1283 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-4084/2875, 3-4=-3971/2853, 4-5=-3995/2867, 5-6=-4062/2862, 6-7=0/17 BOT CHORD 2-9=-2749/3924, 6-9=-2914/4143 WEBS 3-9=-373/614, 5-8=-374/615, 4-9=-343/275, 4-8=-312/259 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior (2) 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 bottomchord 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)All bearings are assumed to be SP No.2 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 957 lb uplift at joint 2 and 953 lb uplift at joint 6. 9)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 218 lb up at 7-0-0, and 185 lb down and 218 lb up at 12-0-0 on top chord, and 316 lb down and 222 lb up at 7-0-0, and 316 lb down and 222 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11)In the LOAD CASE(S) section, loads applied to the faceof 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, 5-7=-54, 10-13=-10 Concentrated Loads (lb) Vert: 3=-138 (B), 5=-138 (B), 8=-316 (B), 9=-316 (B), 16=-102 (B), 17=-102 (B), 18=-49 (B), 19=-49 (B) Job Truss Truss Type Qty Ply T32748166T01Hip Girder 1 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:38 Page: 1 ID:sQ2EwUkmRc8ajh35icOXYBzukRE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =4x4 =2x4 =4x4 =3x4 =4x4 =5x6 =2x4 =4x4 1 9 8 2 7 16 20 17 19 3 6 5418 0-5-0 1-0-0 10-0-0 1-4-0 -1-4-0 2-5-15 9-0-0 2-5-15 12-5-15 6-6-1 6-6-1 6-6-1 19-0-0 0-10-4 10-0-0 9-0-0 19-0-0 9-1-12 9-1-122-10-100-3-141-11-142-6-14Scale = 1:40.6 Plate Offsets (X, Y):[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 0.48 Vert(LL)0.20 8-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT)-0.27 9-15 >853 180 BCLL 0.0*Rep Stress Incr YES WB 0.14 Horz(CT)0.04 7 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 74 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 3-10-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-10 oc bracing. REACTIONS (size)2=0-5-8, 7=0-5-8 Max Horiz 2=74 (LC 12) Max Uplift 2=-473 (LC 8), 7=-375 (LC 9) Max Grav 2=683 (LC 1), 7=605 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-1701/1408, 3-4=-1339/1089, 4-5=-1286/1082, 5-6=-1358/1111, 6-7=-1717/1395 BOT CHORD 2-9=-1316/1630, 7-9=-1301/1648 WEBS 3-9=-448/448, 4-9=-166/265, 5-8=-228/285, 6-8=-451/458 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 to 9-0-0, Zone3 9-0-0 to 10-0-0, Zone2 10-0-0 to 14-2-15, Zone1 14-2-15 to 19-0-0 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)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)All bearings are assumed to be SP No.2 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 7 and 473 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748167T02Hip113823710Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:39 Page: 1 ID:14GFMtG_rRpBcb?krZh4shzukQX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =3x8 =5x8 =2x4 =2x4 =MT20HS 6x12 =2x4 =5x8 =3x8 Special NAILED NAILED NAILED Special Special NAILED NAILED NAILED Special 1 7 10 9 20 819 2 6 3 17 4 18 5 1-4-0 -1-4-0 1-4-0 22-4-0 3-6-0 14-0-0 3-6-0 10-6-0 7-0-0 7-0-0 7-0-0 21-0-0 3-4-4 10-6-0 3-4-4 13-10-4 7-1-12 7-1-12 7-1-12 21-0-02-4-100-3-142-0-14Scale = 1:42.9 Plate Offsets (X, Y):[2:0-5-3,0-1-8], [3:0-6-0,0-3-0], [5:0-6-0,0-3-0], [6:0-5-3,0-1-8] 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 0.85 Vert(LL)0.53 9 >479 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT)-0.56 9 >449 180 MT20HS 187/143 BCLL 0.0*Rep Stress Incr NO WB 0.27 Horz(CT)0.12 6 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 84 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2850F 2.0E or 2x4 SP M 31 *Except* 3-5:2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-5-4 oc bracing. REACTIONS (size)2=0-5-8, 6=0-5-8 Max Horiz 2=53 (LC 27) Max Uplift 2=-1060 (LC 4), 6=-1060 (LC 5) Max Grav 2=1425 (LC 1), 6=1425 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/17, 2-3=-4623/3287, 3-4=-4990/3610, 4-5=-4990/3610, 5-6=-4623/3288, 6-7=0/17 BOT CHORD 2-10=-3149/4455, 8-10=-3167/4489, 6-8=-3096/4455 WEBS 3-10=-226/467, 5-8=-227/467, 5-9=-510/705, 4-9=-429/399, 3-9=-509/705 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior (2) zone; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible forverifying applied roof live load shown covers rain loadingrequirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 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)All bearings are assumed to be SP No.2 . 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1060 lb uplift at joint 2 and 1060 lb uplift at joint 6. 10)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 185lb down and 218 lb up at 7-0-0, and 185 lb down and 218 lb up at 14-0-0 on top chord, and 316 lb down and 222 lb up at 7-0-0, and 316 lb down and 222 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-10 Concentrated Loads (lb) Vert: 3=-138 (F), 5=-138 (F), 10=-316 (F), 8=-316 (F), 9=-49 (F), 4=-102 (F), 17=-102 (F), 18=-102 (F), 19=-49 (F), 20=-49 (F) Job Truss Truss Type Qty Ply T32748168T03Hip Girder 1 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:39 Page: 1 ID:dm6XIfRmYkaCIl3QgVxMRezukQJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =4x4 =2x4 =4x6 =3x4 =3x6 =4x6 =3x4 =2x4 =4x4 81 11 10 9 72 2218 19 21 3 6 4 20 5 2-5-0 1-4-0 -1-4-0 1-4-0 22-4-0 2-5-15 9-0-0 2-5-15 14-5-15 3-0-0 12-0-0 6-6-1 6-6-1 6-6-1 21-0-0 2-8-8 11-10-4 9-1-12 9-1-12 9-1-12 21-0-02-10-100-3-141-11-142-6-14Scale = 1:43 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 0.44 Vert(LL)0.25 11-14 >989 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT)-0.32 9-17 >779 180 BCLL 0.0*Rep Stress Incr YES WB 0.13 Horz(CT)0.06 7 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 82 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 3-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing. REACTIONS (size)2=0-5-8, 7=0-5-8 Max Horiz 2=-66 (LC 13) Max Uplift 2=-520 (LC 8), 7=-520 (LC 9) Max Grav 2=744 (LC 1), 7=744 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-1938/1531, 3-4=-1583/1261, 4-5=-1525/1245, 5-6=-1583/1258, 6-7=-1938/1562, 7-8=0/17 BOT CHORD 2-11=-1412/1861, 9-11=-1090/1525, 7-9=-1450/1861 WEBS 3-11=-463/428, 4-11=-163/269, 5-9=-163/269, 6-9=-463/426 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat.II; Exp D; Enclosed; MWFRS (envelope) exterior (2)zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 to9-0-0, Zone3 9-0-0 to 12-0-0, Zone2 12-0-0 to 16-2-15,Zone1 16-2-15 to 22-4-0 zone;C-C for members andforces & 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)All bearings are assumed to be SP No.2 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 520 lb uplift at joint 2 and 520 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748169T04Hip113823710Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:40 Page: 1 ID:k33kp2kSypIrOIifzZpcJVzukKm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =4x4 =2x4 =4x4 =3x4 =3x6 =4x4 =3x4 =2x4 =4x4 1 8 11 10 9 2 7 18 22 19 21 3 6 4 20 5 1-8-0 1-4-0 -1-4-0 1-4-0 22-4-0 2-3-0 11-7-8 2-5-7 9-4-8 2-5-7 14-0-15 6-11-1 6-11-1 6-11-1 21-0-0 1-11-8 11-5-12 9-6-4 9-6-4 9-6-4 21-0-02-11-120-3-142-1-02-8-0Scale = 1:43 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 0.50 Vert(LL)0.25 11-14 >994 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT)-0.34 9-17 >731 180 BCLL 0.0*Rep Stress Incr YES WB 0.13 Horz(CT)0.05 7 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 83 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 3-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-3 oc bracing. REACTIONS (size)2=0-5-8, 7=0-5-8 Max Horiz 2=68 (LC 12) Max Uplift 2=-517 (LC 8), 7=-517 (LC 9) Max Grav 2=744 (LC 1), 7=744 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-1907/1471, 3-4=-1540/1193, 4-5=-1481/1176, 5-6=-1540/1190, 6-7=-1907/1494, 7-8=0/17 BOT CHORD 2-11=-1350/1828, 9-11=-1016/1481, 7-9=-1382/1828 WEBS 3-11=-478/444, 4-11=-189/296, 5-9=-188/296, 6-9=-478/443 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat.II; Exp D; Enclosed; MWFRS (envelope) exterior (2)zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 to9-4-8, Zone3 9-4-8 to 11-7-8, Zone2 11-7-8 to 15-10-7,Zone1 15-10-7 to 22-4-0 zone;C-C for members andforces & 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)All bearings are assumed to be SP No.2 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 517 lb uplift at joint 2 and 517 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748170T05Hip113823710Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:40 Page: 1 ID:yAVF_s4wPmBKGM6_TZ9baVzuU2P-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =4x4 =2x4 =4x4 =3x8 =4x4 =3x6 =3x4 =5x6 =3x6 81 11 10 9 72 18 21 20193564 1-4-0 -1-4-0 1-4-0 22-4-0 1-4-0 10-10-0 2-0-0 12-10-0 2-7-4 9-6-0 6-10-12 6-10-12 8-2-0 21-0-0 3-2-4 12-8-4 8-3-12 21-0-0 9-6-0 9-6-03-0-20-3-142-4-62-4-60-4-02-8-6Scale = 1:43.8 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 0.89 Vert(LL)0.28 9-17 >904 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT)-0.36 11-14 >706 180 BCLL 0.0*Rep Stress Incr YES WB 0.25 Horz(CT)0.05 7 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 85 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 4-6-9 oc bracing. REACTIONS (size)2=0-5-8, 7=0-5-8 Max Horiz 2=-69 (LC 13) Max Uplift 2=-491 (LC 8), 7=-515 (LC 9) Max Grav 2=744 (LC 1), 7=744 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-1904/1451, 3-4=-1538/1161, 4-5=-1507/1162, 5-6=-1710/1351, 6-7=-1801/1337, 7-8=0/17 BOT CHORD 2-11=-1321/1826, 9-11=-1147/1694, 7-9=-1209/1705 WEBS 5-9=-128/152, 6-9=-34/172, 4-11=-453/646, 5-11=-428/381, 3-11=-440/422 NOTES 1)Unbalanced roof live loads have been considered forthis design.2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 to 9-6-0, Zone3 9-6-0 to 10-10-0, Zone1 10-10-0 to 12-10-0, Zone2 12-10-0 to 17-0-15, Zone1 17-0-15 to 22-4-0 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)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)All bearings are assumed to be SP No.2 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 491 lb uplift at joint 2 and 515 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748171T06Roof Special 1 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:40 Page: 1 ID:bO64EiOobZ7GYlqDBo8SIhzuU3H-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =4x4 =2x4 =4x4 =3x8 =3x6 =4x4 =3x4 =4x6 =3x4 81 11 10 9 72 18 20 19 653 4 1-4-0 -1-4-0 1-4-0 22-4-0 2-0-0 14-10-0 2-7-4 9-6-0 3-4-0 12-10-0 6-2-0 21-0-0 6-10-12 6-10-12 5-2-4 14-8-4 6-3-12 21-0-0 9-6-0 9-6-03-0-20-3-141-10-61-10-60-10-02-8-6Scale = 1:43.8 Plate Offsets (X, Y):[7:0-3-4,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 0.56 Vert(LL)0.23 11-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT)-0.36 11-14 >705 180 BCLL 0.0*Rep Stress Incr YES WB 0.23 Horz(CT)0.06 7 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 85 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 3-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing. REACTIONS (size)2=0-5-8, 7=0-5-8 Max Horiz 2=-69 (LC 13) Max Uplift 2=-491 (LC 8), 7=-515 (LC 9) Max Grav 2=744 (LC 1), 7=744 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-1904/1470, 3-4=-1547/1268, 4-5=-1533/1240, 5-6=-1896/1621, 6-7=-1956/1613, 7-8=0/17 BOT CHORD 2-11=-1304/1826, 9-11=-1678/2104, 7-9=-1489/1874 WEBS 6-9=-149/246, 4-11=-417/610, 5-11=-698/701, 3-11=-436/416, 5-9=-273/238 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust)Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat.II; Exp D; Enclosed; MWFRS (envelope) exterior (2)zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 to9-6-0, Zone3 9-6-0 to 12-10-0, Zone1 12-10-0 to 14-10-0, Zone2 14-10-0 to 19-0-15, Zone1 19-0-15 to 22-4-0 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)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)All bearings are assumed to be SP No.2 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 491 lb uplift at joint 2 and 515 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748172T07Roof Special 1 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:40 Page: 1 ID:ydRPrEfbQJv8B7WRUQYcBKzuU2x-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =4x4 =2x4 =4x6 =4x8 =4x6 =4x6 =3x4 =2x4 =4x12 =3x4 1 8 12 11 10 9 2 7 19 22 5 620213 4 1-4-0 -1-4-0 1-4-0 22-4-0 2-0-0 16-10-0 2-7-4 9-6-0 4-2-0 21-0-0 5-4-0 14-10-0 6-10-12 6-10-12 1-8-8 16-8-4 4-3-12 21-0-0 5-5-12 14-11-12 9-6-0 9-6-03-0-20-3-141-4-61-4-61-4-02-8-6Scale = 1:43.4 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 0.52 Vert(LL)0.27 10-12 >930 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT)-0.34 12-15 >738 180 BCLL 0.0*Rep Stress Incr YES WB 0.70 Horz(CT)0.07 7 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 88 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 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. REACTIONS (size)2=0-5-8, 7=0-5-8 Max Horiz 2=69 (LC 16) Max Uplift 2=-492 (LC 8), 7=-515 (LC 9) Max Grav 2=744 (LC 1), 7=744 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-1909/1414, 3-4=-1589/1171, 4-5=-1557/1125, 5-6=-2591/1962, 6-7=-2112/1595, 7-8=0/17 BOT CHORD 2-12=-1285/1830, 10-12=-1909/2639, 9-10=-1487/2042, 7-9=-1481/2032 WEBS 5-10=-353/298, 6-10=-465/635, 6-9=-46/100, 4-12=-357/550, 3-12=-414/383, 5-12=-1176/981 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust)Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat.II; Exp D; Enclosed; MWFRS (envelope) exterior (2)zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 to9-6-0, Zone2 9-6-0 to 13-8-15, Zone1 13-8-15 to 16-10-0, Zone2 16-10-0 to 21-0-0, Zone1 21-0-0 to 22-4-0 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)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)All bearings are assumed to be SP No.2 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 lb uplift at joint 2 and 515 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32748173T08Roof Special 1 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:41 Page: 1 ID:Qku3nJsZCkSffquZ3rrv_CzuU4_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 312 =4x4 =2x4 =4x4 =3x8 =3x6 =3x4 =4x4 =7x10 =3x4 =7x8 =3x4 NAILED NAILED 1 10 15 14 13 12 11 2 9 6 7 8 53 4 1-0-0 17-10-0 1-0-0 18-10-0 1-4-0 -1-4-0 1-4-0 22-4-0 2-2-0 21-0-0 2-7-3 9-6-0 3-8-0 16-10-0 3-8-0 13-2-0 6-10-13 6-10-13 1-6-8 18-7-4 2-4-12 21-0-0 3-8-0 13-2-0 3-10-12 17-0-12 9-6-0 9-6-03-0-20-3-140-10-60-10-61-10-02-8-6Scale = 1:44 Plate Offsets (X, Y):[6:0-2-12,0-3-4], [8:0-1-8,0-2-0] 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 0.59 Vert(LL)0.32 12-13 >797 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT)-0.39 12-13 >638 180 BCLL 0.0*Rep Stress Incr NO WB 0.40 Horz(CT)0.07 9 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 14-9:2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 12-6,11-8:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. REACTIONS (size)2=0-5-8, 9=0-5-8 Max Horiz 2=69 (LC 27) Max Uplift 2=-494 (LC 4), 9=-526 (LC 5) Max Grav 2=745 (LC 1), 9=749 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-1909/1071, 3-4=-1552/860, 4-5=-1550/847, 5-6=-2323/1378, 6-7=-3317/1995, 7-8=-2245/1375, 8-9=-2136/1304, 9-10=0/17 BOT CHORD 2-15=-1019/1831, 13-15=-1256/2245, 12-13=-2059/3498, 11-12=-1644/2801, 9-11=-1218/2059 WEBS 6-12=-486/333, 8-11=-295/498, 7-12=-375/643, 7-11=-692/421, 4-15=-315/630, 3-15=-436/393, 5-15=-829/630, 5-13=-137/248, 6-13=-1269/819 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior (2) 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)All bearings are assumed to be SP No.2 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 2 and 526 lb uplift at joint 9. 9)"NAILED" indicates 3-10d (0.148"x3") or 2-12d(0.148"x3.25") toe-nails per NDS guidlines. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-54, 4-6=-54, 6-8=-54, 8-10=-54, 16-19=-10 Concentrated Loads (lb) Vert: 11=-5 (B) Job Truss Truss Type Qty Ply T32748174T09Roof Special Girder 1 13823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:41 Page: 1 ID:ABGOBo7wKIvAScJ1YFmqYYzuU4w-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com)=3x4 =5x8 =3x10 =5x12 =3x8 =2x4 =3x8 =2x4 =6x8 =3x8 =2x4 =4x4 =2x4 =2x4 =5x6 =2x4 =4x8 =4x8 =2x4 =4x4 =2x4 Special 21 20 19 18 17 16 15 14 13 12 11 1 2 3 4 5 6 7 8 9 10 2-0-13 1-11-15 1-11-15 2-4-5 18-5-15 2-4-5 11-5-2 2-4-5 13-9-6 2-4-5 4-4-4 2-4-5 6-8-8 2-4-5 9-0-13 2-4-5 16-1-11 2-6-1 21-0-0 1-11-15 1-11-15 2-4-5 18-5-15 2-4-5 13-9-6 2-4-5 11-5-2 2-4-5 4-4-4 2-4-5 6-8-8 2-4-5 16-1-11 2-4-5 9-0-13 2-6-1 21-0-01-8-00-11-0Scale = 1:37.9 Plate Offsets (X, Y):[7:0-3-0,0-3-0] 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 0.61 Vert(LL)-0.29 15-16 >858 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.50 Vert(CT)-0.45 15-16 >555 240 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT)0.05 11 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 241 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 21-1:2x6 SP No.2, 20-2:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)11=0-5-8, 21=0-5-8 Max Grav 11=1746 (LC 1), 21=6382 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=-377/0, 1-2=-596/0, 2-3=-8800/0, 3-4=-8800/0, 4-5=-8797/0, 5-6=-8797/0, 6-8=-7611/0, 8-9=-4881/0, 9-10=-97/0, 10-11=-137/0 BOT CHORD 20-21=0/7649, 19-20=0/7649, 18-19=0/9372, 16-18=0/9372, 15-16=0/7611, 14-15=0/7611, 13-14=0/7428, 12-13=0/2902, 11-12=0/2902 WEBS 2-20=0/4335, 2-21=-8737/0, 9-11=-3199/0, 3-19=-241/0, 2-19=0/1313, 4-19=-653/0, 4-18=0/290, 4-16=-794/0, 5-16=-271/0, 6-16=0/1666, 6-15=-946/0, 7-14=0/1212, 7-13=-3064/0, 8-13=-159/58, 9-13=0/2257, 9-12=0/160 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)N/A 5)All plates are 2x4 MT20 unless otherwise indicated. 6)All bearings are assumed to be SP No.2 . 7)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. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5332 lb down at 2-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-2=-249 (F=-135), 2-10=-114, 11-21=-10 Concentrated Loads (lb) Vert: 20=-5332 (F) Job Truss Truss Type Qty Ply T32748175TF01Flat Girder 1 23823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:42 Page: 1 ID:itU?1f4U0yR80T4e?ebldozuU_X-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f THIS TRUSS IS NOT SYMMETRIC.PROPER ORIENTATION IS ESSENTIAL. January 26,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com)=3x6 =5x8 =5x8 =4x4 =4x4 =2x4 =3x8 =3x8 =5x6 =3x4 HHUS48 HHUS48 HHUS48 HHUS48 10 9 8 12 7 13 6 1 2 3 4 11 5 1-10-2 2-1-10 6-6-10 2-1-10 4-5-0 2-3-6 2-3-6 2-3-6 8-10-0 2-1-10 6-6-10 2-1-10 4-5-0 2-3-6 2-3-6 2-3-6 8-10-01-8-00-7-4Scale = 1:32 Plate Offsets (X, Y):[4:0-3-8,0-1-8], [7:0-5-8,0-1-8], [9:0-3-8,0-2-8] 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 0.43 Vert(LL)-0.06 8 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.65 Vert(CT)-0.09 8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 122 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 10-6:2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 9-1:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6= Mechanical, 10=0-5-8 Max Grav 6=5342 (LC 1), 10=3839 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-5500/0, 2-3=-7078/0, 3-4=-7078/0, 4-5=-462/0 BOT CHORD 9-10=0/362, 8-9=0/5500, 7-8=0/7078, 6-7=0/7078, 1-10=-3299/0, 5-6=-621/0 WEBS 4-6=-7492/0, 2-9=-1731/0, 1-9=0/5819, 2-8=0/1786, 3-8=-414/0, 4-7=0/1480 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 3 rows staggered at 0-8-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)All bearings are assumed to be SP No.2 . 4)Refer to girder(s) for truss to truss connections. 5)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. 6)Use Simpson Strong-Tie HHUS48 (22-10d Girder, 8-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-1-12 from the left end to 8-1-12 to connect truss(es) to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 1283lb down at 7-0-0 on top chord. The design/selection ofsuch connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-11=-404 (F=-290), 5-11=-284 (F=-170), 6-10=-10 Concentrated Loads (lb) Vert: 9=-1141 (F), 8=-1141 (F), 11=-1283 (F),12=-1141 (F), 13=-1143 (F) Job Truss Truss Type Qty Ply T32748176TF02Flat Girder 1 23823710 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Thu Jan 25 11:56:42 Page: 1 ID:WgC8Se7wchUL2KXStYhDw8zuU?m-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 26,2024 LATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber/letter 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)© 2023 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 1/2/2023edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1988, ESR-2362, ESR-2685, ESR-3282ESR-4722, ESL-1388JOINTS 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- 2/1PLATE LOCATION AND ORIENTATION *Plate location details available in MiTek software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-22: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing, Restraining & 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-sixteenthsLJoint IDtyp.