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1505 1507 RICHARDSON LN RES21-0187 0188 TRUSSES T23665711.27654096904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2765409 - 1549_D Design Code: FBC2020/TPI2014Wind Code: N/A Wind Speed: 130 mph Roof Load: 32.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 33 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: 15XX Customer Info: American Classic Homes Project Name: 2765409 Model: 1549 D Subdivision: RichardsonAddress: 15xx N&S Richardson Lane, - State: FloridaCity: Duval Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: Digiacomo, Charles P., PE License #: 59660 Address: 770 Wakemont Dr., -City: Orange Park State: Florida April 23,2021 Velez, Joaquin 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. 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 T23665711 CJ01 Date 4/23/212T23665712CJ024/23/213T23665713CJ034/23/214T23665714EJ014/23/215T23665715EJ01A4/23/216T23665716EJ024/23/217T23665717F014/23/218T23665718F024/23/219T23665719F02A4/23/2110T23665720F034/23/2111T23665721F044/23/2112T23665722F04A4/23/2113T23665723F054/23/2114T23665724F064/23/2115T23665725F074/23/2116T23665726HJ014/23/2117T23665727T014/23/2118T23665728T034/23/2119T23665729T044/23/2120T23665730T054/23/2121T23665731T064/23/2122T23665732T074/23/21 No.Seal#Truss Name 23 T23665733 T08 Date 4/23/2124T23665734T094/23/2125T23665735T104/23/2126T23665736T114/23/2127T23665737T124/23/2128T23665738T134/23/2129T23665739T144/23/2130T23665740TG014/23/2131T23665741TG024/23/2132T23665742TG034/23/2133T23665743TG044/23/21 By Toni Gindlesperger at 4:59 pm, Jun 09, 2021By Mike Jones at 11:43 am, Jun 16, 2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =2x4 1 4 2 3 1-0-0 1-0-0 1-4-0 -1-4-0 1-0-01-3-70-4-10-9-1Scale = 1:25.7 Plate Offsets (X, Y):[2:0-0-2,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 0.15 Vert(LL)0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 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 FBC2020/TPI2014 Matrix-MP Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=46 (LC 12) Max Uplift 2=-119 (LC 8), 3=-2 (LC 1), 4=-15 (LC 1) Max Grav 2=152 (LC 1), 3=10 (LC 8), 4=24 (LC 8) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/28, 2-3=-67/31 BOT CHORD 2-4=-32/68 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 2, 15 lb uplift at joint 4 and 2 lb uplift at joint 3. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665711CJ01Jack-Open 8 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:36 Page: 1 ID:QoEVtLNjrP0dIu6Ux12S1gzOUqs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =2x4 1 4 2 8 3 1-4-0 -1-4-0 3-0-0 3-0-0 3-0-02-1-70-4-11-7-1Scale = 1:22.9 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 0.15 Vert(LL)0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT)-0.01 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=89 (LC 12) Max Uplift 2=-103 (LC 12), 3=-54 (LC 12), 4=-3 (LC 12) Max Grav 2=182 (LC 1), 3=58 (LC 1), 4=38 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-8=-90/21, 3-8=-42/27 BOT CHORD 2-4=-17/66 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior (1) 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3, 103 lb uplift at joint 2 and 3 lb uplift at joint 4. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665712CJ02Jack-Open 8 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:38 Page: 1 ID:QoEVtLNjrP0dIu6Ux12S1gzOUqs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =2x4 1 4 2 8 3 1-4-0 -1-4-0 5-0-0 5-0-0 5-0-02-11-70-4-12-5-1Scale = 1:25 Plate Offsets (X, Y):[2:0-0-2,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 0.36 Vert(LL)0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT)-0.04 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 18 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 ocbracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=132 (LC 12) Max Uplift 2=-126 (LC 12), 3=-102 (LC 12), 4=-7 (LC 12) Max Grav 2=240 (LC 1), 3=109 (LC 1), 4=67 (LC 3) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/28, 2-8=-97/29, 3-8=-80/45 BOT CHORD 2-4=-59/105 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior (1) 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3, 126 lb uplift at joint 2 and 7 lb uplift at joint 4. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665713CJ03Jack-Open 8 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:39 Page: 1 ID:QoEVtLNjrP0dIu6Ux12S1gzOUqs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =3x4 1 4 2 8 9 10 3 1-4-0 -1-4-0 7-0-0 7-0-0 7-0-03-9-70-4-13-3-1Scale = 1:27.1 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 0.73 Vert(LL)0.16 4-7 >537 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT)-0.17 4-7 >483 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=169 (LC 12) Max Uplift 2=-154 (LC 12), 3=-132 (LC 12), 4=-9 (LC 12) Max Grav 2=301 (LC 1), 3=159 (LC 1), 4=95 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-8=-116/33, 8-9=-109/39, 9-10=-104/45, 3-10=-98/58 BOT CHORD 2-4=-85/131 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior (1) 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 3, 154 lb uplift at joint 2 and 9 lb uplift at joint 4. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665714EJ01Jack-Partial 16 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:39 Page: 1 ID:cXZDbzkbE7FbMFFC3Gay6VzOUp5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =3x4 3 1 7 8 9 2 7-0-0 7-0-03-3-10-4-13-3-1Scale = 1:24.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL)0.17 3-6 >493 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT)-0.19 3-6 >439 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 2= Mechanical, 3= Mechanical Max Horiz 1=145 (LC 12) Max Uplift 1=-100 (LC 12), 2=-135 (LC 12), 3=-12 (LC 12) Max Grav 1=222 (LC 1), 2=162 (LC 1), 3=96 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-117/38, 7-8=-109/40, 8-9=-106/45, 2-9=-100/58 BOT CHORD 1-3=-156/117 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 1, 135 lb uplift at joint 2 and 12 lb uplift at joint 3. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665715EJ01AJack-Partial 2 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:40 Page: 1 ID:G?bAj42zs0ZIXjJaHzyvP4zOUiE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =3x4 3 1 7 8 9 2 7-0-0 7-0-03-3-10-4-13-3-1Scale = 1:23.3 Plate Offsets (X, Y):[1:0-1-10,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 0.75 Vert(LL)0.17 3-6 >493 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT)-0.19 3-6 >439 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1= Mechanical, 2= Mechanical, 3= Mechanical Max Horiz 1=145 (LC 12) Max Uplift 1=-100 (LC 12), 2=-135 (LC 12), 3=-12 (LC 12) Max Grav 1=222 (LC 1), 2=162 (LC 1), 3=96 (LC 3) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-7=-117/38, 7-8=-109/40, 8-9=-106/45, 2-9=-100/58 BOT CHORD 1-3=-156/117 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 1, 135 lb uplift at joint 2 and 12 lb uplift at joint 3. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665716EJ02Jack-Partial 10 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:40 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =3x6 =1.5x3 =1.5x3 =1.5x3 22 21 20 19 18 17 16 15 14 13 12 11 23 2412345678910 0-1-8 0-1-81-6-0 1-3-0 2-1-0 8-10-12 19-8-8 10-9-12 10-9-121-4-01-4-0Scale = 1:36 Plate Offsets (X, Y):[3:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,Edge], [13:0-1-8,Edge], [18:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL)-0.07 19-20 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT)-0.09 19-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.02 11 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 102 lb FT = 11%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,15-16. REACTIONS (size)11=0-3-0, 16=0-3-8, 22=0-3-0 Max Grav 11=482 (LC 7), 16=1091 (LC 1), 22=594 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 22-23=-588/0, 1-23=-587/0, 11-24=-483/0, 10-24=-483/0, 1-2=-561/0, 2-3=-1216/0, 3-4=-1328/0, 4-5=-1328/0, 5-6=-609/0, 6-7=-447/0, 7-8=-854/0, 8-9=-854/0, 9-10=-436/0 BOT CHORD 21-22=0/30, 20-21=0/1050, 19-20=0/1328, 18-19=0/1328, 17-18=0/1070, 16-17=-211/142, 15-16=-211/142, 14-15=0/854, 13-14=0/854, 12-13=0/786, 11-12=0/25 WEBS 6-16=-1033/0, 1-21=0/722, 6-17=0/662, 2-21=-680/0, 5-17=-684/0, 2-20=0/231, 5-18=0/485, 3-20=-201/0, 3-19=-120/18, 4-18=-209/0, 10-12=0/558, 6-15=0/532, 9-12=-487/0, 7-15=-617/0, 9-13=-9/142, 7-14=0/122, 8-13=-92/4 NOTES (5) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION, Do not erect truss backwards. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665717F01Floor1012765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:41 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 =1.5x3 =1.5x3 =1.5x3 =1.5x3 13 12 11 10 9 8 7 14 15 1 2 3 4 5 6 0-1-8 1-5-8 0-1-8 1-3-0 10-11-8 10-11-81-4-01-4-0Scale = 1:25.7 Plate Offsets (X, Y):[4:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,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 0.43 Vert(LL)-0.07 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT)-0.09 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.01 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 59 lb FT = 11%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)7=0-3-8, 13=0-3-0 Max Grav 7=583 (LC 1), 13=583 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 13-14=-571/0, 1-14=-570/0, 7-15=-576/0, 6-15=-576/0, 1-2=-532/0, 2-3=-1273/0, 3-4=-1273/0, 4-5=-1180/0, 5-6=-549/0 BOT CHORD 12-13=0/30, 11-12=0/1012, 10-11=0/1273, 9-10=0/1273, 8-9=0/1026, 7-8=0/30 WEBS 6-8=0/705, 1-12=0/683, 5-8=-665/0, 2-12=-668/0, 5-9=0/252, 2-11=0/468, 4-9=-244/5, 3-11=-194/0, 4-10=-124/35 NOTES (4) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d(0.131" X 3") nails. Strongbacks to be attached to wallsat their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665718F02Floor212765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:41 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 =3x4 =1.5x3 =3x4 =3x4 =1.5x3 =1.5x3 =3x4 =3x4 =1.5x3 8 7 6 5 9 1 2 3 4 0-1-8 2-0-15 1-3-0 5-2-7 5-2-71-4-01-4-0Scale = 1:27.7 Plate Offsets (X, Y):[4:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL)-0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(CT)-0.01 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 28 lb FT = 11%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or5-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5= Mechanical, 8=0-3-8 Max Grav 5=276 (LC 1), 8=270 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 8-9=-263/0, 1-9=-263/0, 4-5=-272/0, 1-2=-261/0, 2-3=-261/0, 3-4=-261/0 BOT CHORD 7-8=0/14, 6-7=0/261, 5-6=0/0 WEBS 4-6=0/347, 1-7=0/329, 2-7=-200/0, 3-6=-207/0 NOTES (5) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION, Do not erect truss backwards. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is theresponsibility of the building designer per ANSI TPI 1 asreferenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665719F02AFloor212765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:43 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =3x6 =1.5x3 =1.5x3 =1.5x3 19 18 17 16 15 14 13 12 11 10 20 1 2 3 4 5 6 7 8 9 0-1-8 1-7-0 1-3-0 2-0-7 5-0-11 15-10-7 10-9-12 10-9-121-4-01-4-0Scale = 1:30.1 Plate Offsets (X, Y):[3:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL)-0.08 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(CT)-0.10 16-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.02 10 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 82 lb FT = 11%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,12-13. REACTIONS (size)10= Mechanical, 13=0-3-8, 19=0-3-0 Max Grav 10=272 (LC 7), 13=890 (LC 9), 19=585 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 19-20=-579/0, 1-20=-578/0, 9-10=-266/0, 1-2=-551/0, 2-3=-1187/0, 3-4=-1279/0, 4-5=-1279/0, 5-6=-512/0, 6-7=-252/0, 7-8=-252/0, 8-9=-252/0 BOT CHORD 18-19=0/30, 17-18=0/1032, 16-17=0/1279, 15-16=0/1279, 14-15=0/985, 13-14=-87/29, 12-13=-87/29, 11-12=0/252, 10-11=0/0 WEBS 6-13=-863/0, 1-18=0/709, 6-14=0/666, 2-18=-669/0, 5-14=-673/0, 2-17=0/234, 5-15=0/499, 3-17=-218/2, 3-16=-125/23, 4-15=-213/0, 9-11=0/335, 6-12=0/364, 7-12=-197/0, 8-11=-202/0 NOTES (6) 1)Unbalanced floor live loads have been considered forthis design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)Recommend 2x6 strongbacks, on edge, spaced at10-00-00 oc and fastened to each truss with 3-10d(0.131" X 3") nails. Strongbacks to be attached to wallsat their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665720F03Floor612765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:43 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =3x6 =3x6 =3x6 =1.5x3 19 18 17 16 15 14 13 12 11 10 20 21 1 2 3 4 5 6 7 8 9 0-1-8 0-1-81-6-0 1-3-0 1-11-8 5-3-4 16-1-0 10-9-12 10-9-121-4-01-4-0Scale = 1:30.4 Plate Offsets (X, Y):[3:0-1-8,Edge], [9:0-1-8,Edge], [15:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL)-0.07 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT)-0.09 16-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.02 10 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 87 lb FT = 11%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,12-13. REACTIONS (size)10=0-3-0, 13=0-3-8, 19=0-3-0 Max Grav 10=279 (LC 7), 13=897 (LC 9), 19=582 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 19-20=-576/0, 1-20=-575/0, 10-21=-272/0, 9-21=-271/0, 1-2=-548/0, 2-3=-1176/0, 3-4=-1267/0, 4-5=-1267/0, 5-6=-517/0, 6-7=-278/0, 7-8=-278/0, 8-9=-278/0 BOT CHORD 18-19=0/30, 17-18=0/1025, 16-17=0/1267, 15-16=0/1267, 14-15=0/984, 13-14=-82/37, 12-13=-82/37, 11-12=0/278, 10-11=0/14 WEBS 6-13=-870/0, 1-18=0/704, 6-14=0/662, 2-18=-663/0, 5-14=-668/0, 2-17=0/230, 5-15=0/485, 3-17=-214/5, 3-16=-124/23, 4-15=-204/0, 6-12=0/383, 7-12=-204/0, 9-11=0/345, 8-11=-205/0 NOTES (5) 1)Unbalanced floor live loads have been considered forthis design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION, Do not erect truss backwards. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665721F04Floor212765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:43 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 =1.5x3 =4x4 =4x6 =1.5x3 =1.5x3 =4x6 =4x4 =1.5x3 17 16 15 14 13 12 11 10 9 18 19 1 2 3 4 5 6 7 8 0-1-8 1-7-0 0-1-8 1-3-0 16-1-0 16-1-01-4-01-4-0Scale = 1:30.4 Plate Offsets (X, Y):[1:Edge,0-1-8], [5:0-1-8,Edge], [8:0-1-8,Edge], [14:0-1-8,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 0.63 Vert(LL)-0.18 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT)-0.24 12-13 >789 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.04 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 84 lb FT = 11%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-3-0, 17=0-3-0 Max Grav 9=865 (LC 1), 17=865 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 17-18=-862/0, 1-18=-860/0, 9-19=-860/0, 8-19=-859/0, 1-2=-869/0, 2-3=-2074/0, 3-4=-2815/0, 4-5=-2815/0, 5-6=-2708/0,6-7=-2091/0, 7-8=-864/0 BOT CHORD 16-17=0/45, 15-16=0/1627, 14-15=0/2518, 13-14=0/2815, 12-13=0/2815, 11-12=0/2538, 10-11=0/1622, 9-10=0/44 WEBS 8-10=0/1114, 1-16=0/1121, 7-10=-1054/0, 2-16=-1053/0, 7-11=0/652, 2-15=0/623, 6-11=-622/0, 3-15=-617/0, 6-12=0/343,3-14=0/603, 5-12=-382/106, 4-14=-244/0,5-13=-182/91 NOTES (4) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665722F04AFloor212765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:44 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 33 3412345678910111213141516 0-1-8 16-8-8 0-1-8 1-3-0 19-8-8 19-8-81-4-01-4-0Scale = 1:36 Plate Offsets (X, Y):[16:0-1-8,Edge], [18:0-1-8,Edge], [31:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 18 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 92 lb FT = 11%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 31-32,17-18. REACTIONS (size)17=19-8-8, 18=19-8-8, 19=19-8-8, 20=19-8-8, 21=19-8-8, 22=19-8-8, 23=19-8-8, 24=19-8-8, 25=19-8-8, 26=19-8-8, 27=19-8-8, 28=19-8-8, 29=19-8-8, 30=19-8-8, 31=19-8-8, 32=19-8-8 Max Grav 17=57 (LC 1), 18=173 (LC 1), 19=141 (LC 1), 20=148 (LC 1), 21=147 (LC 1), 22=145 (LC 1), 23=153 (LC 1), 24=100 (LC 1), 25=100 (LC 1), 26=153 (LC 1), 27=145 (LC 1), 28=147 (LC 1), 29=148 (LC 1), 30=141 (LC 1), 31=173 (LC 1), 32=57 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 32-33=-51/0, 1-33=-51/0, 17-34=-51/0, 16-34=-51/0, 1-2=0/1, 2-3=0/1, 3-4=0/1, 4-5=0/1, 5-6=0/1, 6-7=0/1, 7-8=0/1, 8-9=0/1, 9-10=0/1, 10-11=0/1, 11-12=0/1, 12-13=0/1, 13-14=0/1, 14-15=0/1, 15-16=0/1 BOT CHORD 31-32=0/3, 30-31=-1/0, 29-30=-1/0,28-29=-1/0, 27-28=-1/0, 26-27=-1/0,25-26=-1/0, 24-25=-1/0, 23-24=-1/0,22-23=-1/0, 21-22=-1/0, 20-21=-1/0,19-20=-1/0, 18-19=-1/0, 17-18=0/3 WEBS 2-31=-154/0, 15-18=-154/0, 14-19=-128/0, 13-20=-135/0, 12-21=-133/0, 11-22=-132/0, 10-23=-139/0, 9-24=-91/0, 3-30=-128/0, 4-29=-135/0, 5-28=-133/0, 6-27=-132/0, 7-26=-139/0, 8-25=-91/0, 1-31=-5/0, 16-18=-5/0 NOTES (6) 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665723F05GABLE212765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:45 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 =3x4 =1.5x3 =4x6 =4x6 =4x4 =4x4 =3x4 =3x6 =1.5x3 =3x4 =3x6 =3x4 =3x4 =3x6 =3x6 =1.5x3 =3x4 =4x4 =4x4 =4x6 =4x6 =3x4 =1.5x3 21 20 19 18 17 16 15 14 13 12 22 231234567891011 0-1-8 2-2-8 0-1-8 1-3-0 19-8-8 19-8-81-4-01-4-0Scale = 1:36 Plate Offsets (X, Y):[1:Edge,0-1-8], [11:0-1-8,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 0.95 Vert(LL)-0.33 17-18 >716 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT)-0.45 17-18 >521 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.07 12 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 106 lb FT = 11%F, 11%E LUMBER TOP CHORD 2x4 SP No.1(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)12=0-3-0, 21=0-3-0 Max Grav 12=1064 (LC 1), 21=1064 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 21-22=-1059/0, 1-22=-1058/0, 12-23=-1058/0, 11-23=-1056/0, 1-2=-1093/0, 2-3=-2719/0, 3-4=-3818/0, 4-5=-3818/0,5-6=-4247/0, 6-7=-4247/0, 7-8=-3790/0,8-9=-3790/0, 9-10=-2725/0, 10-11=-1091/0 BOT CHORD 20-21=0/55, 19-20=0/2058, 18-19=0/3360, 17-18=0/4120, 16-17=0/4247, 15-16=0/4247, 14-15=0/3356, 13-14=0/2059, 12-13=0/55 WEBS 11-13=0/1409, 1-20=0/1411, 10-13=-1347/0, 2-20=-1343/0, 10-14=0/925, 2-19=0/919, 9-14=-878/0, 3-19=-891/0, 9-15=0/589, 8-15=-154/151, 3-18=0/623, 4-18=-96/0, 7-15=-929/0, 5-18=-437/0, 5-17=-185/576, 6-17=-275/0, 7-16=-91/224 NOTES (3) 1)Unbalanced floor live loads have been considered for this design. 2)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. 3)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665724F06Floor2212765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:45 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 =3x4 =1.5x3 =3x4 =3x4 =1.5x3 =1.5x3 =3x4 =3x4 =3x4 =1.5x3 8 7 6 5 9 10 1 2 3 4 0-7-80-1-8 0-1-8 1-3-0 3-10-8 3-10-81-4-01-4-0Scale = 1:30.1 Plate Offsets (X, Y):[4:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL)0.00 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(CT)0.00 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 25 lb FT = 11%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5=0-3-0, 8=0-3-8 Max Grav 5=193 (LC 1), 8=193 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 8-9=-187/0, 1-9=-186/0, 5-10=-187/0, 4-10=-186/0, 1-2=-155/0, 2-3=-155/0, 3-4=-155/0 BOT CHORD 7-8=0/10, 6-7=0/155, 5-6=0/10 WEBS 1-7=0/193, 2-7=-116/0, 4-6=0/193, 3-6=-116/0 NOTES (3) 1)Unbalanced floor live loads have been considered for this design. 2)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. 3)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665725F07Floor212765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:46 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 3.5412 =2x4 =2x4 =2x4 =3x4 =3x4 1 15 16 7 17 6 5 2 11 12 3 13 14 4 1-10-10 -1-10-10 4-7-2 9-10-1 5-2-15 5-2-15 0-6-7 9-10-1 4-0-11 9-3-10 5-2-15 5-2-153-9-20-3-133-2-10Scale = 1:31.1 Plate Offsets (X, Y):[2:0-0-14,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 0.36 Vert(LL)0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT)-0.06 6-7 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.31 Horz(CT)0.01 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 41 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. REACTIONS (size)2=0-4-15, 4= Mechanical, 5= Mechanical Max Horiz 2=183 (LC 4) Max Uplift 2=-230 (LC 4), 4=-101 (LC 4), 5=-152 (LC 8) Max Grav 2=436 (LC 1), 4=120 (LC 1), 5=267 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-11=-733/366, 11-12=-706/385, 3-12=-674/369, 3-13=-59/17, 13-14=-34/0, 4-14=-32/27 BOT CHORD 2-15=-436/677, 15-16=-436/677, 7-16=-436/677, 7-17=-436/677, 6-17=-436/677, 5-6=0/0 WEBS 3-7=-12/210, 3-6=-721/464 NOTES (9) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft;Cat. II; Exp C; Enclosed; MWFRS (envelope) exteriorzone; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 4, 230 lb uplift at joint 2 and 152 lb uplift at joint 5. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 59 lb up at 1-5-12, 89 lb down and 59 lb up at 1-5-12, 26 lb down and 32 lb up at 4-3-11, 26 lb down and 32 lb up at 4-3-11, and 48 lb down and 81 lb up at 7-1-10, and 48 lb down and 81 lb up at 7-1-10 on top chord, and 19 lb down and 29 lb up at 1-5-12, 19 lb down and 29 lb up at 1-5-12, 7 lb down and 11 lb up at 4-3-11, 7 lb down and 11 lb up at 4-3-11, and 25 lb down and 15 lb up at 7-1-10, and 25 lb down and 15 lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-54, 5-8=-10 Concentrated Loads (lb) Vert: 13=-66 (F=-33, B=-33), 15=31 (F=16, B=16), 16=-12 (F=-6, B=-6), 17=-50 (F=-25, B=-25) Job Truss Truss Type Qty Ply 1549_D T23665726HJ01Diagonal Hip Girder 4 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:46 Page: 1 ID:QoEVtLNjrP0dIu6Ux12S1gzOUqs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =3x4 =4x8 =3x4 =2x4 =2x4 =4x4 =2x4 =2x4 =2x4 =3x4 =4x8 =3x4 91 2 12 11 10 8 13 14 3 7 4 6 5 1-4-0 12-4-0 1-4-0 -1-4-0 2-2-15 2-2-15 2-2-15 11-0-0 3-3-1 5-6-0 3-3-1 8-9-1 11-0-02-10-30-4-10-3-80-3-80-11-121-3-41-0-82-3-12Scale = 1:29.7 Plate Offsets (X, Y):[2:0-3-8,Edge], [2:0-3-13,Edge], [8:0-3-8,Edge], [8:0-3-13,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 0.17 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.09 Horz(CT)0.00 8 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 50 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=11-0-0, 8=11-0-0, 10=11-0-0, 11=11-0-0, 12=11-0-0 Max Horiz 2=-58 (LC 13) Max Uplift 2=-111 (LC 8), 8=-117 (LC 13), 10=-159 (LC 13), 11=-45 (LC 3), 12=-156 (LC 12) Max Grav 2=189 (LC 23), 8=189 (LC 24), 10=241 (LC 1), 11=34 (LC 13), 12=241 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 2-13=-83/69, 3-13=-77/70, 3-4=-78/110, 4-5=0/75, 5-6=0/75, 6-7=-81/110, 7-14=-79/72, 8-14=-84/72, 8-9=0/27 BOT CHORD 2-12=-84/180, 11-12=-84/180, 10-11=-84/180, 8-10=-84/180 WEBS 5-11=-56/7, 4-12=-190/306, 6-10=-190/305 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-4-11 to 1-7-5, Exterior(2N) 1-7-5 to 5-6-0, Corner(3R) 5-6-0 to 8-6-0, Exterior(2N) 8-6-0 to 12-4-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf 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. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 2, 117 lb uplift at joint 8, 45 lb uplift at joint 11, 156 lb uplift at joint 12 and 159 lb uplift at joint 10. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665727T01GABLE212765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:47 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =4x8 =3x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 2 15 14 13 12 11 10 16 3 4 5 6 17 7 8 9 1-4-0 -1-4-0 2-2-15 2-2-15 7-8-9 9-11-8 9-11-84-8-70-4-14-2-10-3-80-3-80-11-121-3-4Scale = 1:38.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horz(CT)0.00 10 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 56 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=9-11-8, 10=9-11-8, 11=9-11-8, 12=9-11-8, 13=9-11-8, 14=9-11-8, 15=9-11-8 Max Horiz 2=223 (LC 12) Max Uplift 2=-78 (LC 8), 10=-25 (LC 12), 11=-60 (LC 12), 12=-64 (LC 12), 13=-63 (LC 12), 14=-56 (LC 12), 15=-88 (LC 12) Max Grav 2=186 (LC 1), 10=32 (LC 1), 11=86 (LC 1), 12=85 (LC 1), 13=91 (LC 1), 14=58 (LC 1), 15=165 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 2-16=-313/99, 3-16=-309/100, 3-4=-311/112, 4-5=-236/73, 5-6=-191/62, 6-17=-136/37, 7-17=-133/43, 7-8=-80/26, 8-9=-23/9, 9-10=-27/52 BOT CHORD 2-15=-1/1, 14-15=-1/1, 13-14=-1/1, 12-13=-1/1, 11-12=-1/1, 10-11=-1/1 WEBS 8-11=-73/137, 7-12=-72/136, 6-13=-75/130, 5-14=-54/111, 4-15=-132/188 NOTES (9) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-4-11 to 1-7-5, Exterior(2N) 1-7-5 to 9-9-12 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 2, 25 lb uplift at joint 10, 60 lb uplift at joint 11, 64 lb uplift at joint 12, 63 lb uplift at joint 13, 56 lb uplift at joint 14 and 88 lb uplift at joint 15. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665728T03GABLE212765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:47 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =4x4 =2x4 =3x4 =4x4 =2x4 9 10 5 11 12 4 1 2 3 4-9-6 9-11-8 5-2-2 5-2-2 4-9-6 9-11-8 5-2-2 5-2-24-5-130-4-14-5-13Scale = 1:36.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL)0.10 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT)-0.13 5-8 >941 180 BCLL 0.0*Rep Stress Incr NO WB 0.63 Horz(CT)0.02 4 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 47 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 4-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. REACTIONS (size)1=0-3-8, 4=0-3-8 Max Horiz 1=213 (LC 8) Max Uplift 1=-389 (LC 8), 4=-512 (LC 8) Max Grav 1=810 (LC 1), 4=880 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1249/557, 2-3=-86/14, 3-4=-89/101 BOT CHORD 1-9=-672/1140, 9-10=-672/1140,5-10=-672/1140, 5-11=-672/1140, 11-12=-672/1140, 4-12=-672/1140 WEBS 2-5=-280/658, 2-4=-1238/730 NOTES (8) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottomchord 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 1 and 512 lb uplift at joint 4. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb down and 106 lb up at 1-2-12, 212 lb down and 106 lb up at 3-2-12, 212 lb down and 106 lb up at 5-2-12, and 212 lb down and 106 lb up at 7-2-12, and 214 lb down and 105 lb up at 9-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-54, 4-6=-10 Concentrated Loads (lb) Vert: 5=-212 (B), 9=-212 (B), 10=-212 (B), 11=-212 (B), 12=-214 (B) Job Truss Truss Type Qty Ply 1549_D T23665729T04MONOPITCH GIRDER 2 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:47 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =4x4 =4x8 =2x4 =4x6 =2x4 =4x12 =4x8 =3x6 1 20 2191987 22 23 24 6 2 3 13 14 154 16 17 18 5 1-4-0 -1-4-0 6-4-8 13-4-8 6-4-8 19-9-0 7-0-0 7-0-0 6-2-12 13-4-8 6-4-8 19-9-0 7-1-12 7-1-123-9-70-4-13-3-13-3-1Scale = 1:41.6 Plate Offsets (X, Y):[3:0-5-4,0-2-0] 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 0.89 Vert(LL)0.19 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT)-0.23 7-9 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.92 Horz(CT)0.05 6 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 93 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 3-5:2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS (size)2=0-3-8, 6=0-3-0 Max Horiz 2=179 (LC 25) Max Uplift 2=-778 (LC 8), 6=-951 (LC 4) Max Grav 2=1259 (LC 1), 6=1481 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-3=-2583/1580, 3-13=-2259/1450, 13-14=-2259/1450, 14-15=-2259/1450, 4-15=-2259/1450, 4-16=-2259/1450, 16-17=-2259/1450, 17-18=-2259/1450, 5-18=-2259/1450, 5-6=-1365/933 BOT CHORD 2-9=-1518/2324, 9-19=-1527/2346, 8-19=-1527/2346, 8-20=-1527/2346, 20-21=-1527/2346, 7-21=-1527/2346, 7-22=-43/67, 22-23=-43/67, 23-24=-43/67, 6-24=-43/67 WEBS 3-9=-182/538, 3-7=-118/115, 4-7=-788/647, 5-7=-1559/2427 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 951 lb uplift at joint 6 and 778 lb uplift at joint 2. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 196 lb down and 197 lb up at 7-0-0, 108 lb down and 120 lb up at 9-0-12, 108 lb down and 120 lb up at 11-0-12, 108 lb down and 115 lb up at 13-0-12, 108 lb down and 120 lb up at 15-0-12, and 108 lb down and 120 lb up at 17-0-12, and 120 lb down and 123 lb up at 19-0-12 on top chord, and 300 lb down and 176 lb up at 7-0-0, 66 lb down and 18 lb up at 9-0-12, 66 lb down and 18 lb up at 11-0-12, 66 lb down and 18 lb up at 13-0-12, 66 lb down and 18 lb up at 15-0-12, and 66 lb down and 18 lb up at 17-0-12, and 73 lb down and 17 lb up at 19-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 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: 1-3=-54, 3-5=-54, 6-10=-10 Concentrated Loads (lb) Vert: 3=-149 (F), 9=-300 (F), 13=-108 (F), 14=-108 (F), 15=-108 (F), 16=-108 (F), 17=-108 (F), 18=-120 (F), 19=-50 (F), 20=-50 (F), 21=-50 (F), 22=-50 (F), 23=-50 (F), 24=-52 (F) Job Truss Truss Type Qty Ply 1549_D T23665730T05Half Hip Girder 4 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:48 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =3x4 =2x4 =4x4 =3x8 =3x6 =3x4 =3x6 =2x4 1 9 8 7 2 13 3 144 5 15 6 1-4-0 -1-4-0 4-2-2 9-0-0 4-9-14 4-9-14 5-4-8 14-4-8 5-4-8 19-9-0 9-1-12 9-1-12 10-7-4 19-9-04-7-70-4-14-1-14-1-1Scale = 1:41.7 Plate Offsets (X, Y):[2:0-0-10,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 0.49 Vert(LL)-0.30 7-9 >779 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT)-0.46 7-9 >512 180 BCLL 0.0*Rep Stress Incr YES WB 0.64 Horz(CT)0.03 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 98 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 5-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-10 oc bracing. REACTIONS (size)2=0-3-8, 7=0-3-0 Max Horiz 2=222 (LC 12) Max Uplift 2=-388 (LC 12), 7=-351 (LC 8) Max Grav 2=705 (LC 1), 7=625 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-13=-1251/663, 3-13=-1227/673, 3-4=-949/478, 4-14=-835/479, 5-14=-835/479, 5-15=-35/3, 6-15=-35/3, 6-7=-118/102 BOT CHORD 2-9=-757/1132, 8-9=-393/654, 7-8=-393/654 WEBS 3-9=-330/303, 4-9=-7/207, 5-9=-130/300, 5-7=-782/483 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior (1) 1-7-5 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior (1) 13-2-15 to 19-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 388 lb uplift at joint 2 and 351 lb uplift at joint 7. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665731T06Half Hip 4 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:49 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =4x4 =2x4 =4x4 =3x8 =3x6 =3x4 =3x4 =2x4 1 9 8 7 2 13 3 14 4 5 15 6 1-4-0 -1-4-0 4-4-8 15-4-8 5-2-2 11-0-0 5-9-14 5-9-14 4-4-8 19-9-0 8-7-4 19-9-0 11-1-12 11-1-125-5-70-4-14-11-14-11-1Scale = 1:42.1 Plate Offsets (X, Y):[2:0-3-8,0-2-5] 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 0.51 Vert(LL)-0.27 9-12 >876 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT)-0.42 9-12 >554 180 BCLL 0.0*Rep Stress Incr YES WB 0.51 Horz(CT)0.03 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-15 oc bracing. REACTIONS (size)2=0-3-8, 7=0-3-0 Max Horiz 2=265 (LC 12) Max Uplift 2=-384 (LC 12), 7=-343 (LC 8) Max Grav 2=705 (LC 1), 7=625 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-13=-1195/632, 3-13=-1169/645, 3-14=-797/377, 4-14=-732/393, 4-5=-677/406, 5-15=-13/2, 6-15=-13/2, 6-7=-95/85 BOT CHORD 2-9=-764/1079, 8-9=-273/463, 7-8=-273/463 WEBS 3-9=-440/388, 4-9=0/166, 5-9=-198/323, 5-7=-673/406 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior (1) 1-7-5 to 11-0-0, Exterior(2R) 11-0-0 to 15-4-8, Interior (1) 15-4-8 to 19-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 2 and 343 lb uplift at joint 7. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665732T07Half Hip 4 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:49 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =4x4 =2x4 =3x4 =3x6 =5x6 =3x6 =2x4 1 8 7 6 17 2 12 3 13 1415 164 5 1-4-0 -1-4-0 6-2-2 13-0-0 6-9-14 6-9-14 6-9-0 19-9-0 9-8-6 19-9-0 10-0-10 10-0-106-3-70-4-15-9-15-9-1Scale = 1:45.6 Plate Offsets (X, Y):[4:0-3-0,0-2-4] 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 0.50 Vert(LL)-0.31 6-8 >770 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT)-0.40 6-8 >586 180 BCLL 0.0*Rep Stress Incr YES WB 0.28 Horz(CT)0.03 6 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 98 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 4-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS (size)2=0-3-8, 6=0-3-0 Max Horiz 2=309 (LC 12) Max Uplift 2=-376 (LC 12), 6=-339 (LC 12) Max Grav 2=753 (LC 2), 6=703 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-12=-1244/570, 3-12=-1220/586, 3-13=-993/413, 4-13=-933/431, 4-14=-28/9, 14-15=-28/9, 15-16=-28/9, 5-16=-28/9, 5-6=-172/140 BOT CHORD 2-8=-743/1126, 7-8=-348/570, 7-17=-348/570, 6-17=-348/570 WEBS 3-8=-402/382, 4-8=-216/612, 4-6=-704/446 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior (1) 1-7-5 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior (1) 17-2-15 to 19-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2 and 339 lb uplift at joint 6. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665733T08Half Hip 4 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:50 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =3x4 =2x4 =3x6 =3x4 =3x6 =5x6 =5x6 =2x4 1 9 8 7 18 19 2 13 3 4 14 15 16 1756 1-4-0 -1-4-0 7-2-2 15-0-0 4-9-0 19-9-0 7-9-14 7-9-14 9-8-6 19-9-0 10-0-10 10-0-107-1-70-4-16-7-16-7-1Scale = 1:49.6 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [5:0-3-0,0-2-4] 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 0.61 Vert(LL)-0.36 7-9 >659 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT)-0.45 7-9 >520 180 BCLL 0.0*Rep Stress Incr YES WB 0.73 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 100 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 4-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-11 oc bracing. REACTIONS (size)2=0-3-8, 7=0-3-0 Max Horiz 2=352 (LC 12) Max Uplift 2=-367 (LC 12), 7=-372 (LC 12) Max Grav 2=752 (LC 2), 7=715 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-13=-1206/508, 3-13=-1174/528, 3-4=-1016/439, 4-14=-965/446, 5-14=-945/460, 5-15=-19/1, 15-16=-19/1, 16-17=-19/1, 6-17=-19/1, 6-7=-109/90 BOT CHORD 2-9=-723/1084, 8-9=-258/384, 8-18=-258/384, 18-19=-258/384, 7-19=-258/384 WEBS 3-9=-434/413, 5-9=-364/789, 5-7=-620/439 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior (1) 1-7-5 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior (1) 19-2-15 to 19-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 367 lb uplift at joint 2 and 372 lb uplift at joint 7. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665734T09Half Hip 4 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:50 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =3x4 =2x4 =3x6 =3x4 =3x4 =3x6 =4x4 =3x8 =3x4 =2x4 1 11 10 9 8 2 15 3 4 5 16 176 7 1-4-0 -1-4-0 5-5-6 11-6-10 5-5-6 17-0-0 6-1-3 6-1-3 2-9-0 19-9-0 2-7-4 19-9-0 8-3-14 17-1-12 8-9-14 8-9-147-11-70-4-17-5-17-5-1Scale = 1:53.1 Plate Offsets (X, Y):[2:0-0-10,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)-0.11 11-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT)-0.19 11-14 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.61 Horz(CT)0.02 8 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 118 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-0 oc bracing. REACTIONS (size)2=0-3-8, 8=0-3-0 Max Horiz 2=396 (LC 12) Max Uplift 2=-354 (LC 12), 8=-407 (LC 12) Max Grav 2=705 (LC 1), 8=625 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-15=-1187/529, 3-15=-1153/543, 3-4=-944/410, 4-5=-840/426, 5-16=-282/82, 6-16=-218/98, 6-17=-198/133, 7-17=-198/133, 7-8=-623/397 BOT CHORD 2-11=-796/1065, 10-11=-475/638, 9-10=-475/638, 8-9=-2/2 WEBS 3-11=-330/308, 5-11=-185/406, 5-9=-578/449, 6-9=-134/166, 7-9=-403/604 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior (1) 1-7-5 to 17-0-0, Exterior(2E) 17-0-0 to 19-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 407 lb uplift at joint 8 and 354 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665735T10Half Hip 4 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:51 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =4x4 =2x4 =5x8 =3x6 =3x4 =3x8 =6x8 1 8 7 14 15 2 12 3 4 5 13 6 1-4-0 -1-4-0 6-1-6 12-10-10 6-1-6 19-0-0 6-9-3 6-9-3 0-9-0 19-9-0 9-8-6 19-9-0 10-0-10 10-0-108-9-70-4-18-3-18-3-1Scale = 1:57.4 Plate Offsets (X, Y):[6:0-4-0,Edge], [8:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL)-0.25 7-8 >943 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT)-0.33 7-8 >709 180 BCLL 0.0*Rep Stress Incr YES WB 0.28 Horz(CT)0.03 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 114 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7:2x8 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-8 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS (size)2=0-3-8, 7=0-3-0 Max Horiz 2=448 (LC 12) Max Uplift 2=-331 (LC 12), 7=-454 (LC 12) Max Grav 2=746 (LC 2), 7=694 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-12=-1220/446, 3-12=-1195/462, 3-4=-977/301, 4-5=-882/320, 5-13=-115/13, 6-13=-60/44, 6-7=-155/154 BOT CHORD 2-8=-767/1103, 8-14=-406/579, 14-15=-406/579, 7-15=-406/579 WEBS 3-8=-376/350, 5-8=-195/581, 5-7=-718/514 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior (1) 1-7-5 to 19-5-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 7 and 331 lb uplift at joint 2. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665736T11Half Hip 4 12765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:51 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =3x4 =2x4 =3x6 =3x4 =3x6 =3x4 =6x8 =2x4 1 9 8 7 15 16 2 13 3 4 5 14 6 1-4-0 -1-4-0 6-3-4 13-2-4 6-11-1 6-11-1 6-6-12 19-9-0 9-8-6 19-9-0 10-0-10 10-0-109-1-30-4-18-6-13Scale = 1:58.2 Plate Offsets (X, Y):[2:0-3-0,0-1-8] 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 0.43 Vert(LL)-0.32 7-9 >744 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT)-0.42 7-9 >566 180 BCLL 0.0*Rep Stress Incr YES WB 0.29 Horz(CT)0.03 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 103 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 4-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-5 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS (size)2=0-3-8, 7=0-3-0 Max Horiz 2=452 (LC 12) Max Uplift 2=-333 (LC 12), 7=-457 (LC 12) Max Grav 2=752 (LC 2), 7=702 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-13=-1231/444, 3-13=-1205/461, 3-4=-994/307, 4-5=-896/326, 5-14=-107/16, 6-14=-61/47, 6-7=-144/148 BOT CHORD 2-9=-768/1112, 8-9=-400/564, 8-15=-400/564, 15-16=-400/564, 7-16=-400/564 WEBS 3-9=-379/354, 5-9=-206/612, 5-7=-727/523 NOTES (6) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior (1) 1-7-5 to 19-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint 2 and 457 lb uplift at joint 7. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665737T12Monopitch612765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:52 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 2 10 9 8 7 11 3 12 4 5 6 1-4-0 -1-4-0 7-0-0 7-0-0 7-0-03-9-70-4-13-3-1Scale = 1:29.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.08 Horz(CT)n/a -n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-P Weight: 35 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=7-0-0, 7=7-0-0, 8=7-0-0, 9=7-0-0, 10=7-0-0 Max Horiz 2=175 (LC 12) Max Uplift 2=-79 (LC 8), 7=-22 (LC 12), 8=-67 (LC 12), 9=-44 (LC 12), 10=-113 (LC 12) Max Grav 2=177 (LC 1), 7=29 (LC 1), 8=94 (LC 1), 9=57 (LC 1), 10=156 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 2-11=-268/87, 3-11=-263/98, 3-12=-153/37, 4-12=-149/44, 4-5=-102/34, 5-6=-27/9, 6-7=-25/59 BOT CHORD 2-10=0/0, 9-10=0/0, 8-9=0/0, 7-8=0/0 WEBS 5-8=-82/185, 4-9=-52/121, 3-10=-175/270 NOTES (9) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-4-11 to 1-7-5, Exterior(2N) 1-7-5 to 6-10-4 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 7, 79 lb uplift at joint 2, 67 lb uplift at joint 8, 44 lb uplift at joint 9 and 113 lb uplift at joint 10. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665738T13GABLE212765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:53 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 512 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 9 8 7 6 2 10 3 4 5 7-0-0 7-0-03-3-10-4-13-3-1Scale = 1:26.9 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 0.17 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.11 Horiz(TL)n/a -n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-P Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=7-0-0, 6=7-0-0, 7=7-0-0, 8=7-0-0, 9=7-0-0 Max Horiz 1=151 (LC 12) Max Uplift 6=-22 (LC 12), 7=-70 (LC 12), 8=-28 (LC 12), 9=-145 (LC 12) Max Grav 1=78 (LC 1), 6=29 (LC 1), 7=98 (LC 1), 8=37 (LC 1), 9=197 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-284/95, 2-10=-141/32, 3-10=-138/38, 3-4=-104/34, 4-5=-26/9, 5-6=-25/58 BOT CHORD 1-9=0/0, 8-9=0/0, 7-8=0/0, 6-7=0/0 WEBS 4-7=-82/192, 3-8=-32/84, 2-9=-165/385 NOTES (9) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 6-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 6, 70 lb uplift at joint 7, 28 lb uplift at joint 8 and 145 lb uplift at joint 9. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1549_D T23665739T14GABLE212765409Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:54 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610=2x4 =3x4 =6x8 =3x6 =4x8 =2x4 =2x4 =4x12 =6x8 =3x6 10 9 8 7 6 1 2 3 11 4 5 0-11-12 0-11-12 2-10-9 3-10-5 2-10-9 6-8-15 3-2-1 9-11-0 0-1-12 0-11-12 0-10-0 0-10-0 2-10-9 3-10-5 2-10-9 6-8-15 3-2-1 9-11-01-4-0Scale = 1:31.4 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 0.66 Vert(LL)0.13 7-8 >783 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT)-0.10 7-8 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.75 Horz(CT)-0.02 6 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)6=0-3-0, 9=0-3-8 Max Uplift 6=-453 (LC 8), 9=-588 (LC 8) Max Grav 6=2045 (LC 1), 9=2722 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-154/149, 1-2=-136/152, 2-3=-136/152, 3-11=-3997/4055, 4-11=-3997/4055, 4-5=-3997/4055, 5-6=-1962/2011 BOT CHORD 9-10=-32/31, 8-9=-3814/3753, 7-8=-3814/3753, 6-7=-291/287 WEBS 1-9=-293/269, 2-9=-1369/1425, 3-9=-3846/3894, 3-8=-47/93, 3-7=-256/260, 4-7=-1407/1477, 5-7=-3980/3923 NOTES (10) 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 6 and 588 lb uplift at joint 9. 9)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 188 lb up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-464, 6-10=-10 Concentrated Loads (lb) Vert: 1=-205 Job Truss Truss Type Qty Ply 1549_D T23665740TG01FLAT GIRDER 2 22765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:55 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f THIS TRUSS IS NOT SYMMETRIC.PROPER ORIENTATION IS ESSENTIAL. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610=2x4 =3x6 =3x6 =2x4 =2x4 =3x4 =5x6 =3x8 =5x6 =5x8 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 16 15 14 13 12 11 10 9 1 2 3 4 17 5 6 7 8 2-7-12-7-1 1-10-12 10-10-0 2-10-9 16-7-3 2-10-9 13-8-9 2-10-9 6-0-11 2-10-9 8-11-4 3-2-1 3-2-1 3-2-1 19-9-4 1-10-12 10-10-0 2-10-9 16-7-3 2-10-9 6-0-11 2-10-9 8-11-4 2-10-9 13-8-9 3-2-1 19-9-4 3-2-1 3-2-11-4-00-9-00-9-0Scale = 1:34 Plate Offsets (X, Y):[4:0-2-8,0-3-0], [12:0-3-0,0-3-0], [13:0-3-8,0-1-8] 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 0.57 Vert(LL)0.11 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT)-0.12 14 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.76 Horz(CT)0.01 12 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 174 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)9=0-3-0, 12=0-3-8, 16=0-3-4 Max Uplift 9=-173 (LC 10), 12=-880 (LC 8), 16=-9 (LC 8) Max Grav 9=42 (LC 1), 12=3412 (LC 1), 16=1450 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-1426/589, 1-2=-3206/1355, 2-3=-3206/1355, 3-4=-3206/1355, 4-17=-1771/1100, 5-17=-1771/1100, 5-6=0/630, 6-7=0/630, 7-8=0/630, 8-9=0/215 BOT CHORD 15-16=-50/153, 14-15=-1355/3206, 13-14=-1100/1771, 12-13=-1710/874, 11-12=-1710/874, 10-11=-630/0, 9-10=-79/89 WEBS 1-15=-1381/3228, 2-15=-967/427, 3-14=-602/166, 4-14=-271/1525, 4-13=-1886/1119, 5-13=-2252/3972, 5-12=-3384/2547, 5-11=-990/1312, 6-11=-242/247, 7-10=0/153, 8-10=-726/22 NOTES (11) 1)2-ply truss to be connected together with 10d(0.131"x3") nails as follows:Top chords connected as follows: 2x4 - 1 row at 0-9-0oc.Bottom chords connected as follows: 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)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 4)C-C wind load user defined. 5)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf 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. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 16, 173 lb uplift at joint 9 and 880 lb uplift at joint 12. 10)Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1252 lb down and 1512 lb up at 9-11-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-279, 5-8=-54, 9-16=-10 Concentrated Loads (lb) Vert: 17=-1252 2)Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-251, 5-8=-44, 9-16=-10 Concentrated Loads (lb) Vert: 17=-1056 3)Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-203, 5-8=-14, 9-16=-30 Concentrated Loads (lb) Vert: 17=-861 4)Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=112, 5-8=83, 9-16=-6 Job Truss Truss Type Qty Ply 1549_D T23665741TG02FLAT GIRDER 2 22765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:55 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 THIS TRUSS IS NOT SYMMETRIC.PROPER ORIENTATION IS ESSENTIAL. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Concentrated Loads (lb) Vert: 17=1512 5)Dead + 0.6 C-C Wind (Pos. Internal) Case 2: LumberIncrease=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=112, 5-8=83, 9-16=-6 Concentrated Loads (lb) Vert: 17=1512 6)Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=-211, 5-8=-30, 9-16=-10 Concentrated Loads (lb) Vert: 17=-780 7)Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=-211, 5-8=-30, 9-16=-10 Concentrated Loads (lb) Vert: 17=-780 8)Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=2, 5-8=44, 9-16=-6 Concentrated Loads (lb) Vert: 17=738 9)Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=2, 5-8=44, 9-16=-6 Concentrated Loads (lb) Vert: 17=738 10)Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=-143, 5-8=23, 9-16=-10 Concentrated Loads (lb) Vert: 17=-616 11)Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=-143, 5-8=23, 9-16=-10 Concentrated Loads (lb) Vert: 17=-616 12)Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=2, 5-8=44, 9-16=-6 Concentrated Loads (lb) Vert: 17=738 13)Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel:Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=2, 5-8=44, 9-16=-6 Concentrated Loads (lb) Vert: 17=738 14)Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=-43, 5-8=28, 9-16=-6 Concentrated Loads (lb) Vert: 17=428 15)Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=-43, 5-8=28, 9-16=-6 Concentrated Loads (lb) Vert: 17=428 16)Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=-143, 5-8=23, 9-16=-10 Concentrated Loads (lb) Vert: 17=-616 17)Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel:Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=-143, 5-8=23, 9-16=-10 Concentrated Loads (lb) Vert: 17=-616 18)Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-5=-167, 5-8=-14, 9-16=-10 Concentrated Loads (lb) Vert: 17=-470 19)Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=-233, 5-8=-16, 9-16=-10 Concentrated Loads (lb) Vert: 17=-1167 20)Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=-233, 5-8=-16, 9-16=-10 Concentrated Loads (lb) Vert: 17=-1167 21)Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind(Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=-233, 5-8=-16, 9-16=-10 Concentrated Loads (lb) Vert: 17=-1167 22)Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-5=-233, 5-8=-16, 9-16=-10 Concentrated Loads (lb) Vert: 17=-1167 Job Truss Truss Type Qty Ply 1549_D T23665741TG02FLAT GIRDER 2 22765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:55 Page: 2 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610=2x4 =4x4 =2x4 =4x8 =4x4 =2x4 6 9 10 5 11 4 1 7 2 8 3 3-5-12 3-5-12 3-5-12 6-11-8 3-5-12 3-5-12 3-5-12 6-11-81-4-0Scale = 1:23.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL)-0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT)-0.03 4-5 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.33 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 77 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6=0-5-8 Max Uplift 4=-55 (LC 4), 6=-52 (LC 4) Max Grav 4=593 (LC 2), 6=619 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-412/76, 1-7=-1214/70, 2-7=-1214/70, 2-8=-1214/70, 3-8=-1214/70, 3-4=-412/76 BOT CHORD 6-9=0/0, 9-10=0/0, 5-10=0/0, 5-11=0/0, 4-11=0/0 WEBS 1-5=-73/1263, 2-5=-207/180, 3-5=-73/1263 NOTES (11) 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered 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)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf 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. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 6 and 55 lb uplift at joint 4. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 262 lb down at 1-1-4, 262 lb down at 2-9-12, and 262 lb down at 4-9-12, and 266 lb down at 5-1-4 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-54, 4-6=-10 Concentrated Loads (lb) Vert: 9=-59 (F), 10=-58 (F), 11=-124 (F) Job Truss Truss Type Qty Ply 1549_D T23665742TG03FLAT GIRDER 2 22765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:56 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f na April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610=2x4 =3x4 =3x4 =3x4 =3x4 =2x4 =2x4 =3x4 =3x4 =3x4 =3x4 =2x4 12 11 10 9 8 7 141234 5 613 1-5-2 1-8-10 5-3-10 1-8-10 3-7-0 1-8-10 7-0-4 1-10-6 1-10-6 1-10-6 8-10-10 1-8-10 5-3-10 1-8-10 3-7-0 1-8-10 7-0-4 1-10-6 1-10-6 1-10-6 8-10-101-4-00-7-0Scale = 1:26.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL)-0.02 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT)-0.03 9 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.22 Horz(CT)0.00 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)7=0-3-0, 12=0-1-10 Max Uplift 7=-199 (LC 4), 12=-186 (LC 4) Max Grav 7=582 (LC 2), 12=465 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-409/172, 1-2=-686/258, 2-13=-1407/425, 3-13=-1407/425, 3-4=-1407/425, 4-14=-1407/425, 5-14=-1407/425, 5-6=-929/283, 6-7=-538/186 BOT CHORD 11-12=-20/47, 10-11=-258/686, 9-10=-425/1407, 8-9=-283/929, 7-8=-21/54 WEBS 1-11=-273/732, 2-11=-446/166, 2-10=-202/826, 3-10=-139/80, 4-9=-47/89, 5-9=-173/548, 5-8=-364/157, 6-8=-301/1002 NOTES (11) 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rowsstaggered 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)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf 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. 9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 lb uplift at joint 12 and 199 lb uplift at joint 7. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 583 lb down and 61 lb up at 5-2-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-6=-54, 7-12=-10 Concentrated Loads (lb) Vert: 9=-322 (B) Job Truss Truss Type Qty Ply 1549_D T23665743TG04FLAT GIRDER 2 22765409 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,Run: 8.43 S Mar 22 2021 Print: 8.430 S Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 14:36:56 Page: 1 ID:9GF5GweDZajl54AWWocCVny4V2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f na April 23,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths