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HomeMy WebLinkAboutTruss shop drwn6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: WS0003 - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 165 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 40 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: 55.0 psf Site Information: Lot/Block: 3 Customer Info: K Hovnanian Homes Project Name: WS0003 Model: Emerald-B Subdivision: Waterstone Address: 5218 Armina Pl., . State: FLCity: Fort Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: June 10,2021 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Lee, Julius 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 T24286078 CJ01 Date 6/10/212T24286079CJ16/10/213T24286080CJ036/10/214T24286081CJ36/10/215T24286082CJ56/10/216T24286083EJ056/10/217T24286084EJ76/10/218T24286085FG016/10/219T24286086FG026/10/2110T24286087FG036/10/2111T24286088FL016/10/2112T24286089FL026/10/2113T24286090FL02A6/10/2114T24286091FL036/10/21 No.Seal#Truss Name 15 T24286092 FL04 Date 6/10/2116T24286093FL056/10/2117T24286094FL066/10/2118T24286095FL076/10/2119T24286096HJ056/10/2120T24286097HJ76/10/2121T24286098T096/10/2122T24286099T106/10/2123T24286100T116/10/2124T24286101T126/10/2125T24286102T136/10/2126T24286103T146/10/2127T24286104T156/10/2128T24286105T166/10/21 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: WS0003 - 2 of 2 Site Information: Lot/Block: 3 Customer Info: K Hovnanian Homes Project Name: WS0003 Model: Emerald-B Subdivision: Waterstone Address: 5218 Armina Pl., . State: FLCity: Fort Pierce No.Seal#Truss Name 29 T24286106 T17 Date 6/10/2130T24286107T186/10/2131T24286108T196/10/2132T24286109T206/10/2133T24286110T216/10/2134T24286111T226/10/2135T24286112T236/10/2136T24286113T246/10/2137T24286114T256/10/2138T24286115T266/10/2139T24286116V026/10/2140T24286117V036/10/21 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 Component available 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 Job WS0003 Truss CJ01 Truss Type Corner Jack Qty 4 Ply 1 Job Reference (optional) T24286078 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:20:13 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-VJY6Acc8R3sklvSamS077gbYtnBcoU4ktAswImz7zq0 Scale = 1:6.1 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-3-150-7-150-3-120-7-154.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=38(LC 12) Max Uplift 3=-8(LC 1), 2=-119(LC 12) Max Grav 3=21(LC 12), 2=125(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 119 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."This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss CJ1 Truss Type Corner Jack Qty 4 Ply 1 Job Reference (optional) T24286079 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:20:21 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-Gr18rLi9YWsbj737E79?RMwvr0wSg63wiQoLZIz7zpu Scale = 1:6.5 1 2 3 4 2x4 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-10-9-10-4-100-9-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=48(LC 12) Max Uplift 3=-4(LC 9), 2=-114(LC 12) Max Grav 3=16(LC 12), 2=121(LC 1), 4=19(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3 and 114 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."This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss CJ03 Truss Type Corner Jack Qty 4 Ply 1 Job Reference (optional) T24286080 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:20:17 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-N4od?_ffVIM9EWmL?H53HWlBUOXlkI4Knoq7QXz7zpy Scale = 1:9.4 1 2 5 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-3-151-3-150-4-30-11-121-3-154.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 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)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=68(LC 12) Max Uplift 3=-36(LC 12), 2=-137(LC 12) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 3 and 137 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss CJ3 Truss Type Corner Jack Qty 4 Ply 1 Job Reference (optional) T24286081 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:20:23 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-CE9uG1kQ486JyRDVMYCTXn?ECpaq80ZCAjHSdBz7zps Scale = 1:10.8 1 2 5 3 4 2x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 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)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-50(LC 12), 2=-119(LC 12) Max Grav 3=63(LC 1), 2=178(LC 1), 4=56(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 3 and 119 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."This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss CJ5 Truss Type Corner Jack Qty 4 Ply 1 Job Reference (optional) T24286082 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:20:39 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-kJ7xdVwSJ272tuRaIvUDA9gtvG?UuFWZrD9IBGz7zpc Scale = 1:14.9 1 2 5 6 3 4 2x4 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 -0.00 (loc) 2-4 2-4 3 l/defl >999 >909 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=124(LC 12) Max Uplift 3=-103(LC 12), 2=-136(LC 12) Max Grav 3=122(LC 1), 2=247(LC 1), 4=96(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 3 and 136 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."This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss EJ05 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T24286083 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:20:42 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-8up4FXzKczWckMA9z11wooIOxT1Y5cG?XBOyobz7zpZ Scale = 1:12.7 1 2 5 6 3 4 2x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-3-151-11-154.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.59 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=99(LC 12) Max Uplift 3=-89(LC 12), 2=-155(LC 12) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 3 and 155 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss EJ7 Truss Type Jack-Open Qty 14 Ply 1 Job Reference (optional) T24286084 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:20:44 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-5GwqgC_b8bmKzgKY5S4OtDNgcHeGZWmI?Vt3tTz7zpX Scale = 1:18.8 1 2 5 6 3 4 4x4 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.56 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.21 -0.00 (loc) 2-4 2-4 3 l/defl >607 >394 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=163(LC 12) Max Uplift 3=-132(LC 12), 2=-157(LC 12) Max Grav 3=165(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 3 and 157 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."This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss FG01 Truss Type FLOOR Qty 1 Ply 2 Job Reference (optional) T24286085 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:20:45 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-ZTUDtY?DvuuBbpvkeAbdQQwwnh0dIoTSE9ccPvz7zpW Scale = 1:12.6 1 2 3 6 5 4 6x8 6x8 2x4 2x4 7x8 2x4 0-3-0 0-3-0 3-7-0 3-4-0 6-11-0 3-4-0 0-3-0 0-3-0 3-7-0 3-4-0 6-11-0 3-4-0 1-5-12LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.43 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-5,3-5: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-4-0, 6=0-4-0 Max Grav 4=3298(LC 1), 6=3298(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4982/0, 2-3=-4982/0, 3-4=-2545/0 WEBS 1-5=0/5231, 2-5=-1927/0, 3-5=0/5231, 1-6=-2545/0 NOTES-(5) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Girder carries tie-in span(s): 20-6-4 from 0-0-0 to 6-11-0; 17-9-4 from 0-0-0 to 6-11-0 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-600(F=-500), 4-6=-435(B=-425) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss FG02 Truss Type FLOOR Qty 2 Ply 2 Job Reference (optional) T24286086 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:20:51 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-NdrU8c4_UkeLJkMu?Qi1fhAs250CiUcKc43wdZz7zpQ Scale = 1:31.2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 4x4 ST1.5x8 STP 7x8 3x6 7x8 4x4 6x8 2x4 10x12 10x12 5x6 5x6 2x4 2x4 2x4 3-10-0 3-10-0 7-4-8 3-6-8 10-6-0 3-1-8 14-2-4 3-8-4 18-0-4 3-10-0 3-10-0 3-10-0 7-4-8 3-6-8 10-6-0 3-1-8 14-2-4 3-8-4 18-0-4 3-10-0 1-6-0Plate Offsets (X,Y)-- [7:0-3-8,Edge], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.61 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.43 0.03 (loc) 9-10 9-10 8 l/defl >667 >489 n/a L/d 360 240 n/a PLATES MT20 Weight: 195 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-9,1-13,3-13,4-9: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-7-4, 8=0-3-8 Max Grav 14=1566(LC 1), 8=3227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1358/0, 1-2=-4011/0, 2-3=-4011/0, 3-4=-8183/0, 4-6=-8748/0, 6-7=-8748/0, 7-8=-2789/0 BOT CHORD 11-13=0/8183, 10-11=0/8183, 9-10=0/8183, 8-9=0/464 WEBS 6-9=-301/40, 7-9=0/8661, 1-13=0/3945, 3-13=-4446/0, 4-9=0/1220, 2-13=-317/24, 3-11=0/954, 4-10=-590/0 NOTES-(7) 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-2-0 oc, Except member 9-7 2x4 - 1 row at 0-9-0 oc, member 1-13 2x4 - 1 row at 0-9-0 oc, member 13-3 2x4 - 1 row at 0-9-0 oc, member 4-9 2x4 - 1 row at 0-9-0 oc, member 13-2 2x4 - 1 row at 0-9-0 oc, member 3-11 2x4 - 1 row at 0-9-0 oc, member 10-4 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) The Fabrication Tolerance at joint 5 = 20%, joint 12 = 20% 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2843 lb down at 14-2-4 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." LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-100, 8-14=-10 Concentrated Loads (lb) Vert: 9=-2843(F) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss FG03 Truss Type FLOOR Qty 1 Ply 2 Job Reference (optional) T24286087 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:20:59 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-89KVqLA?cBfCGzzQT6rv_NVIKKoma5dWSK?Mv5z7zpI Scale = 1:19.9 1 2 3 4 8 7 6 591011121314 4x6 5x6 5x6 4x6 5x8 2x4 4x4 5x6 4-0-9 4-0-9 7-11-7 3-10-13 12-0-0 4-0-9 4-0-9 4-0-9 7-11-7 3-10-13 12-0-0 4-0-9 1-5-12Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [4:0-3-0,0-1-12], [5:Edge,0-2-0], [6:0-3-0,0-1-12], [7:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.44 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.21 0.01 (loc) 6-7 6-7 5 l/defl >910 >669 n/a L/d 360 240 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 2-7,3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=Mechanical Max Grav 8=2934(LC 1), 5=2853(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1938/0, 1-2=-6693/0, 2-3=-6693/0, 3-4=-6806/0, 4-5=-1957/0 BOT CHORD 7-8=0/737, 6-7=0/6806, 5-6=0/729 WEBS 1-7=0/6157, 4-6=0/6281 NOTES-(6) 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 751 lb down at 0-10-12, 750 lb down at 2-10-12, 750 lb down at 4-10-12, 750 lb down at 6-10-12, and 750 lb down at 8-10-12, and 750 lb down at 10-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-100, 5-8=-10 Concentrated Loads (lb) Vert: 9=-751(B) 10=-750(B) 11=-750(B) 12=-750(B) 13=-750(B) 14=-750(B) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss FL01 Truss Type Floor Supported Gable Qty 2 Ply 1 Job Reference (optional) T24286088 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:21:02 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-Zk0eSMCtu61n8Ri?8EOcc07xtXv6nfky8IE0VQz7zpF Scale = 1:34.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 37 38 3x6 FP 3x4 3x4 3x6 FP 20-9-12 20-9-12 0-1-8 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 96 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-9-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 36, 19, 35, 34, 33, 32, 31, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss FL02 Truss Type FLOOR Qty 7 Ply 1 Job Reference (optional) T24286089 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:21:04 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-V78Ot2E8QkHVNksOGfR4hRC4HLNkFOYFbcj7aJz7zpD Scale = 1:35.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 3x6 FP 3x6 SP 1.5x3 1.5x3 1.5x3 3x4 3x6 FP 3x6 4x6 4x8 1.5x3 3x4 3x4 3x6 4x6 4x8 1.5x3 3x4 3x4 1.5x3 1.5x3 20-9-12 20-9-12 2-5-0 1-7-14 2-0-0 1-7-14 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [14:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.90 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.49 0.09 (loc) 13-14 13-14 12 l/defl >681 >504 n/a L/d 360 240 n/a PLATES MT20 Weight: 106 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-7-4, 12=0-3-8 Max Grav 18=1128(LC 1), 12=1128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3126/0, 3-4=-3126/0, 4-5=-4172/0, 5-6=-4172/0, 6-7=-4172/0, 7-9=-3152/0, 9-10=-3152/0 BOT CHORD 17-18=0/1815, 15-17=0/3898, 14-15=0/4172, 13-14=0/3912, 12-13=0/1855 WEBS 2-18=-2075/0, 2-17=0/1499, 4-17=-883/0, 4-15=-70/684, 10-12=-2109/0, 10-13=0/1484, 7-13=-869/0, 7-14=-82/673, 5-15=-315/0, 6-14=-310/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) The Fabrication Tolerance at joint 16 = 11% 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss FL02A Truss Type Floor Qty 6 Ply 1 Job Reference (optional) T24286090 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:21:06 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-RVF9IkFOyLXCc20mN4TYmsHPn83CjI2X3wCDeCz7zpB Scale = 1:34.2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 3x6 FP 3x6 SP 3x6 FP 3x6 4x6 4x8 3x4 3x4 3x6 4x6 4x8 3x4 3x4 20-9-12 20-9-12 2-5-0 1-7-14 2-0-0 1-7-14 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [14:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.90 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.49 0.09 (loc) 13-14 13-14 12 l/defl >681 >504 n/a L/d 360 240 n/a PLATES MT20 Weight: 106 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-7-4, 12=0-3-8 Max Grav 18=1127(LC 1), 12=1121(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3126/0, 3-4=-3126/0, 4-5=-4172/0, 5-6=-4172/0, 6-7=-4172/0, 7-9=-3153/0, 9-10=-3153/0 BOT CHORD 17-18=0/1815, 15-17=0/3898, 14-15=0/4172, 13-14=0/3912, 12-13=0/1853 WEBS 2-18=-2075/0, 2-17=0/1499, 4-17=-883/0, 4-15=-70/684, 10-12=-2102/0, 10-13=0/1486, 7-13=-868/0, 7-14=-82/673, 5-15=-315/0, 6-14=-310/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 16 = 11% 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 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."This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss FL03 Truss Type Floor Qty 4 Ply 1 Job Reference (optional) T24286091 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:21:12 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-GfdQYnK9YBHMKzTwkLay07XRwZ7t70nQRrfYsrz7zp5 Scale = 1:34.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 3x6 FP 3x6 SP 1.5x3 1.5x3 1.5x3 3x4 3x6 FP 3x6 4x6 4x8 1.5x3 3x4 3x6 4x6 4x8 1.5x3 3x4 1.5x3 3x4 1.5x3 3x4 20-6-4 20-6-4 2-5-0 1-7-14 2-0-0 1-4-6 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [14:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.88 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.47 0.08 (loc) 15-17 15-17 12 l/defl >697 >514 n/a L/d 360 240 n/a PLATES MT20 Weight: 105 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 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)18=0-7-4, 12=Mechanical Max Grav 18=1111(LC 1), 12=1111(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3069/0, 3-4=-3069/0, 4-5=-4052/0, 5-6=-4052/0, 6-7=-4052/0, 7-9=-3093/0, 9-10=-3093/0 BOT CHORD 17-18=0/1787, 15-17=0/3811, 14-15=0/4052, 13-14=0/3825, 12-13=0/1824 WEBS 2-18=-2043/0, 2-17=0/1467, 4-17=-849/0, 10-12=-2074/0, 10-13=0/1451, 7-13=-837/0, 5-15=-299/0, 4-15=-88/645, 6-14=-339/10, 7-14=-91/650 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) The Fabrication Tolerance at joint 16 = 11% 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 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."This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss FL04 Truss Type Floor Supported Gable Qty 2 Ply 1 Job Reference (optional) T24286092 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:21:13 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-ksAom7LnIVPDy726H25BYK4p_zgRsdQZgVO5OIz7zp4 Scale = 1:29.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 3x6 3x4 17-8-12 17-8-12 0-1-8 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-8-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 29, 16, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss FL05 Truss Type Floor Qty 8 Ply 1 Job Reference (optional) T24286093 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:21:18 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-5p_hpqPw712V2uw44bhMFOnVq_9xXmPJpn6s4Vz7zp? Scale = 1:29.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x4 3x6 3x4 3x6 3x8 3x4 3x6 3x8 3x4 10-4-12 10-4-12 18-0-4 7-7-8 2-5-0 2-0-0 0-4-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [6:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.90 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.36 0.06 (loc) 11-12 11-12 10 l/defl >740 >596 n/a L/d 360 240 n/a PLATES MT20 Weight: 94 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 16=0-7-4 Max Grav 10=974(LC 1), 16=974(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2570/0, 3-4=-2570/0, 4-5=-3100/0, 5-6=-3100/0, 6-7=-2591/0, 7-8=-2591/0 BOT CHORD 15-16=0/1538, 14-15=0/3100, 13-14=0/3100, 12-13=0/3100, 11-12=0/3100, 10-11=0/1571 WEBS 2-16=-1759/0, 2-15=0/1180, 3-15=-293/21, 4-15=-854/0, 8-10=-1786/0, 8-11=0/1166, 7-11=-295/15, 6-11=-837/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss FL06 Truss Type Floor Qty 4 Ply 1 Job Reference (optional) T24286094 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:21:24 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-wzLy3uTgjtofmpOERsomVf1XRPDMxU4BCjZAG9z7zov Scale = 1:29.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x4 3x6 3x4 3x6 3x8 3x4 3x6 3x8 3x4 10-1-12 10-1-12 17-9-4 7-7-8 2-5-0 2-0-0 0-1-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [6:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.84 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.32 0.05 (loc) 11-12 11-12 10 l/defl >822 >653 n/a L/d 360 240 n/a PLATES MT20 Weight: 93 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=Mechanical, 16=0-7-4 Max Grav 10=960(LC 1), 16=960(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2522/0, 3-4=-2522/0, 4-5=-3020/0, 5-6=-3020/0, 6-7=-2542/0, 7-8=-2542/0 BOT CHORD 15-16=0/1513, 14-15=0/3020, 13-14=0/3020, 12-13=0/3020, 11-12=0/3020, 10-11=0/1546 WEBS 2-16=-1730/0, 2-15=0/1153, 3-15=-291/14, 4-15=-807/0, 8-10=-1757/0, 8-11=0/1139, 7-11=-292/9, 6-11=-791/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss FL07 Truss Type Floor Qty 6 Ply 1 Job Reference (optional) T24286095 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:21:30 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-k7iDKxYRIjZpVkrNn7vAkwHX3qG5LDs4af0VUoz7zop Scale: 1/2"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 1.5x3 1.5x3 1.5x3 1.5x3 3x4 3x4 3x6 1.5x3 3x4 1.5x3 3x4 3x4 3x4 1.5x3 14-0-12 14-0-12 2-5-0 2-0-0 1-7-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.88 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.30 0.03 (loc) 10-11 10-11 8 l/defl >712 >556 n/a L/d 360 240 n/a PLATES MT20 Weight: 71 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-7-4, 8=Mechanical Max Grav 12=760(LC 1), 8=760(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1834/0, 3-4=-1834/0, 4-5=-1775/0, 5-6=-1775/0 BOT CHORD 11-12=0/1153, 10-11=0/1775, 9-10=0/1775, 8-9=0/1163 WEBS 2-12=-1319/0, 2-11=0/779, 3-11=-331/0, 4-11=-269/229, 6-8=-1330/0, 6-9=0/845, 5-9=-366/0 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 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss HJ05 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T24286096 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:21:35 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-54W6Neca7FB5bVjLagULRz_Sur3j0aOpjwjG90z7zok Scale = 1:15.7 1 2 5 3 6 7 4 3x4 7-0-2 7-0-2 -1-5-0 1-5-0 7-0-2 7-0-2 0-3-151-11-122.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.47 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 -0.00 (loc) 2-4 2-4 3 l/defl >978 >510 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 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)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=106(LC 4) Max Uplift 3=-122(LC 4), 2=-262(LC 4) Max Grav 3=154(LC 1), 2=301(LC 1), 4=114(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 3 and 262 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb up at 4-2-15, and 46 lb up at 4-2-15 on top chord, and 37 lb up at 1-4-15, 37 lb up at 1-4-15, and at 4-2-15, and at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 6=61(F=30, B=30) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss HJ7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T24286097 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:21:44 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-KpYWGjjD?0JpAuv4c39TJts3ZT9rca57oqPEz?z7zob Scale = 1:20.6 1 2 3 7 6 8 9 10 4 11 12 13 52x4 3x4 3x4 2x4 5-8-1 5-8-1 9-10-1 4-1-15 -1-5-0 1-5-0 5-8-1 5-8-1 9-10-1 4-1-15 0-4-13-2-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.40 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=162(LC 8) Max Uplift 4=-93(LC 8), 2=-189(LC 8), 5=-125(LC 8) Max Grav 4=107(LC 1), 2=449(LC 1), 5=329(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-759/261 BOT CHORD 2-7=-320/696, 6-7=-320/696 WEBS 3-6=-761/350, 3-7=0/301 NOTES-(9) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 4, 189 lb uplift at joint 2 and 125 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 26 lb up at 1-4-15, 45 lb down and 26 lb up at 1-4-15, 62 lb up at 4-2-15, 62 lb up at 4-2-15, and 46 lb down and 124 lb up at 7-0-14, and 46 lb down and 124 lb up at 7-0-14 on top chord, and at 1-4-15, at 1-4-15, at 4-2-15, at 4-2-15, and 39 lb down at 7-0-14, and 39 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=42(F=21, B=21) 10=-91(F=-46, B=-46) 13=-39(F=-20, B=-20) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T09 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T24286098 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:21:51 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-d9TAk7ocMACqWzyQW1n65Lf74HT1lhK9PQb6j5z7zoU Scale = 1:60.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 4x4 4x4 4x4 4x6 3x4 2x4 3x8 3x4 3x8 3x4 2x4 4x6 4x4 7-7-12 7-7-12 13-0-0 5-4-4 22-0-0 9-0-0 27-4-4 5-4-4 35-0-0 7-7-12 -1-0-0 1-0-0 7-7-12 7-7-12 13-0-0 5-4-4 17-6-0 4-6-0 22-0-0 4-6-0 27-4-4 5-4-4 35-0-0 7-7-12 36-0-0 1-0-0 0-4-15-9-10-4-15-9-15.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [8:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.75 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.59 0.13 (loc) 12-13 12-13 8 l/defl >999 >705 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=-130(LC 10) Max Uplift 2=-627(LC 12), 8=-627(LC 12) Max Grav 2=1460(LC 17), 8=1460(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2949/1282, 3-4=-2364/1083, 4-5=-2148/1049, 5-6=-2148/1049, 6-7=-2364/1083, 7-8=-2949/1282 BOT CHORD 2-15=-1068/2744, 13-15=-1068/2744, 12-13=-840/2231, 10-12=-1080/2670, 8-10=-1080/2670 WEBS 3-15=0/260, 3-13=-675/373, 4-13=-236/706, 5-13=-295/141, 5-12=-295/141, 6-12=-236/706, 7-12=-676/373, 7-10=0/260 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-6-0, Interior(1) 17-6-0 to 22-0-0, Exterior(2R) 22-0-0 to 26-2-15, Interior(1) 26-2-15 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 627 lb uplift at joint 2 and 627 lb uplift at joint 8. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T10 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T24286099 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:21:54 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-1k9IM8qVf5aPNQg?B9Kpj_GcuVQMy_4c5OqmKPz7zoR Scale = 1:61.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 3x6 4x8 4x4 3x6 4x4 3x6 3x4 2x4 3x4 3x8 3x4 2x4 3x6 4x4 8-9-1 8-9-1 15-0-0 6-2-15 20-0-0 5-0-0 26-2-15 6-2-15 35-0-0 8-9-1 -1-0-0 1-0-0 8-9-1 8-9-1 15-0-0 6-2-15 20-0-0 5-0-0 26-2-15 6-2-15 35-0-0 8-9-1 36-0-0 1-0-0 0-4-16-7-10-4-16-7-15.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [5:0-5-4,0-2-0], [9:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.97 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.42 0.13 (loc) 2-16 2-16 9 l/defl >999 >998 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-3-8, 9=0-3-8 Max Horz 2=-149(LC 10) Max Uplift 2=-627(LC 12), 9=-627(LC 12) Max Grav 2=1346(LC 1), 9=1346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2667/1251, 3-5=-1961/1023, 5-6=-1746/997, 6-8=-1961/1023, 8-9=-2666/1251 BOT CHORD 2-16=-1029/2376, 14-16=-1029/2376, 13-14=-663/1745, 11-13=-1041/2376, 9-11=-1041/2376 WEBS 3-16=0/341, 3-14=-746/428, 5-14=-178/466, 6-13=-184/467, 8-13=-745/427, 8-11=0/341 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 20-0-0, Exterior(2R) 20-0-0 to 24-2-15, Interior(1) 24-2-15 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 627 lb uplift at joint 2 and 627 lb uplift at joint 9. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T11 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T24286100 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:21:56 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-_7H2nqslAiq6ckqNJaMHoOM??I9fQwtvYhJtPIz7zoP Scale = 1:61.3 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 21 22 23 24 3x6 3x6 3x6 3x6 4x4 4x6 3x4 2x4 3x4 3x8 3x4 3x4 2x4 4x6 4x4 3x6 8-9-9 8-9-9 17-0-0 8-2-7 17-6-0 0-6-0 18-0-0 0-6-0 26-2-7 8-2-7 35-0-0 8-9-9 -1-0-0 1-0-0 6-10-12 6-10-12 12-3-13 5-5-1 17-0-0 4-8-3 17-6-0 0-6-0 18-0-0 0-6-0 22-8-3 4-8-3 28-1-4 5-5-1 35-0-0 6-10-12 36-0-0 1-0-0 0-4-17-5-10-4-17-5-15.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [6:0-3-0,0-2-4], [8:0-3-0,0-2-4], [12:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.79 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.47 0.12 (loc) 16-18 16-18 12 l/defl >999 >892 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=-167(LC 10) Max Uplift 2=-627(LC 12), 12=-627(LC 12) Max Grav 2=1460(LC 19), 12=1460(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2984/1247, 3-5=-2826/1212, 5-6=-1923/915, 6-7=-1737/879, 7-8=-1737/879, 8-9=-1923/915, 9-11=-2826/1212, 11-12=-2984/1247 BOT CHORD 2-18=-1043/2772, 16-18=-779/2204, 14-16=-791/2174, 12-14=-1056/2708 WEBS 3-18=-314/263, 5-18=-207/713, 5-16=-671/386, 9-16=-671/386, 9-14=-207/713, 11-14=-314/263, 7-16=-469/1204 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 18-0-0, Exterior(2R) 18-0-0 to 22-2-15, Interior(1) 22-2-15 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 627 lb uplift at joint 2 and 627 lb uplift at joint 12. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T12 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T24286101 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:22:24 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-9WzefPCJaJM8z1zmyStrwIWovbjC_ad0?25LNgz7znz Scale = 1:59.3 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 3x6 4x4 3x6 4x4 4x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 4x6 4x4 8-9-9 8-9-9 17-6-0 8-8-7 26-2-7 8-8-7 35-0-0 8-9-9 -1-0-0 1-0-0 6-10-11 6-10-11 12-3-12 5-5-1 17-6-0 5-2-4 22-8-4 5-2-4 28-1-5 5-5-1 35-0-0 6-10-11 36-0-0 1-0-0 0-4-17-7-90-4-15.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [10:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.79 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.46 0.12 (loc) 12-14 12-14 10 l/defl >999 >896 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=172(LC 11) Max Uplift 2=-627(LC 12), 10=-627(LC 12) Max Grav 2=1459(LC 19), 10=1459(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2983/1257, 3-5=-2826/1222, 5-6=-1921/929, 6-7=-1921/929, 7-9=-2826/1222, 9-10=-2983/1257 BOT CHORD 2-16=-1052/2767, 14-16=-792/2204, 12-14=-798/2177, 10-12=-1058/2707 WEBS 6-14=-479/1220, 7-14=-682/392, 7-12=-204/709, 9-12=-311/260, 5-14=-682/392, 5-16=-204/709, 3-16=-311/260 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2R) 17-6-0 to 20-6-0, Interior(1) 20-6-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 627 lb uplift at joint 2 and 627 lb uplift at joint 10. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T13 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T24286102 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:22:56 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-DgvkNLaO28OcpyQvqBRLD2rISUefU9IkL1r2Vpz7znT Scale = 1:60.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 4x8 4x8 4x4 3x6 3x4 2x4 3x4 3x8 2x4 3x4 3x4 2x4 3x6 4x4 6-6-5 6-6-5 11-0-0 4-5-11 17-6-0 6-6-0 24-0-0 6-6-0 28-5-11 4-5-11 35-0-0 6-6-5 -1-0-0 1-0-0 6-6-5 6-6-5 11-0-0 4-5-11 17-6-0 6-6-0 24-0-0 6-6-0 28-5-11 4-5-11 35-0-0 6-6-5 36-0-0 1-0-0 0-4-14-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [4:0-5-4,0-2-0], [6:0-5-4,0-2-0], [8:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.79 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.40 0.13 (loc) 13 13-15 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-12 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=-112(LC 10) Max Uplift 2=-627(LC 12), 8=-627(LC 12) Max Grav 2=1346(LC 1), 8=1346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2774/1304, 3-4=-2308/1148, 4-5=-2465/1274, 5-6=-2465/1274, 6-7=-2308/1148, 7-8=-2774/1304 BOT CHORD 2-16=-1099/2488, 15-16=-1099/2488, 13-15=-844/2091, 11-13=-855/2091, 10-11=-1111/2488, 8-10=-1111/2488 WEBS 3-15=-479/302, 4-15=-123/385, 4-13=-225/578, 5-13=-401/295, 6-13=-225/578, 6-11=-123/385, 7-11=-479/302 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 24-0-0, Exterior(2R) 24-0-0 to 28-5-11, Interior(1) 28-5-11 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 627 lb uplift at joint 2 and 627 lb uplift at joint 8. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T14 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T24286103 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:23:25 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-tF9iTGxaD22UoP8U0mT8vAYAPAUhnDy?02N41ez7zn0 Scale = 1:60.3 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 4x4 3x6 4x4 4x4 4x6 3x8 2x4 3x4 3x4 3x4 3x8 2x4 4x6 4x4 9-0-0 9-0-0 17-6-0 8-6-0 26-0-0 8-6-0 35-0-0 9-0-0 -1-0-0 1-0-0 5-8-11 5-8-11 9-0-0 3-3-5 13-4-12 4-4-12 21-7-4 8-2-8 26-0-0 4-4-12 29-3-5 3-3-5 35-0-0 5-8-11 36-0-0 1-0-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [10:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.96 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.49 0.15 (loc) 14 12-14 10 l/defl >999 >847 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=93(LC 11) Max Uplift 2=-627(LC 12), 10=-627(LC 12) Max Grav 2=1346(LC 1), 10=1346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2749/1326, 3-4=-2491/1193, 4-5=-2286/1140, 5-7=-2894/1400, 7-8=-2286/1140, 8-9=-2491/1193, 9-10=-2749/1326 BOT CHORD 2-16=-1126/2486, 14-16=-1225/2810, 12-14=-1215/2810, 10-12=-1138/2486 WEBS 3-16=-279/262, 4-16=-348/813, 5-16=-773/402, 7-12=-773/402, 8-12=-348/813, 9-12=-279/261 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-4-12, Interior(1) 13-4-12 to 26-0-0, Exterior(2R) 26-0-0 to 30-2-15, Interior(1) 30-2-15 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 627 lb uplift at joint 2 and 627 lb uplift at joint 10. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T15 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T24286104 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:23:51 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-6FkXw9Fu52JovP7UYEwFyfddffPatzoq?5gSx7z7zmc Scale = 1:60.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 4x8 3x6 4x8 4x4 4x6 2x4 4x8 2x4 2x4 3x8 2x4 4x8 2x4 4x6 4x4 7-0-0 7-0-0 12-3-14 5-3-14 17-6-0 5-2-2 22-8-2 5-2-2 28-0-0 5-3-14 35-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 12-3-14 5-3-14 17-6-0 5-2-2 22-8-2 5-2-2 28-0-0 5-3-14 35-0-0 7-0-0 36-0-0 1-0-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-0], [8:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.78 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.46 -0.72 0.16 (loc) 14 13-14 9 l/defl >910 >582 n/a L/d 240 180 n/a PLATES MT20 Weight: 325 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing. REACTIONS. (size)2=0-3-8, 9=0-3-8 Max Horz 2=74(LC 7) Max Uplift 2=-1242(LC 8), 9=-1265(LC 8) Max Grav 2=2686(LC 1), 9=2703(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6119/2707, 3-4=-7929/3617, 4-6=-7928/3617, 6-7=-7941/3637, 7-8=-7942/3637, 8-9=-6162/2764 BOT CHORD 2-17=-2377/5552, 15-17=-2381/5580, 14-15=-3820/8737, 13-14=-3820/8737, 11-13=-2434/5619, 9-11=-2429/5591 WEBS 3-17=-89/664, 3-15=-1225/2776, 4-15=-611/475, 6-15=-966/424, 6-14=0/480, 6-13=-939/400, 7-13=-603/468, 8-13=-1188/2734, 8-11=-89/663 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-6-0 tall by 2-0-0 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 1242 lb uplift at joint 2 and 1265 lb uplift at joint 9. Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T15 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T24286104 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:23:51 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-6FkXw9Fu52JovP7UYEwFyfddffPatzoq?5gSx7z7zmc NOTES-(11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down and 150 lb up at 7-0-0, 111 lb down and 147 lb up at 9-0-12, 111 lb down and 147 lb up at 11-0-12, 111 lb down and 147 lb up at 13-0-12, 111 lb down and 147 lb up at 15-0-12, 111 lb down and 147 lb up at 17-0-12, 111 lb down and 147 lb up at 17-11-4, 111 lb down and 147 lb up at 19-11-4, 111 lb down and 147 lb up at 21-11-4, 111 lb down and 147 lb up at 23-11-4, and 111 lb down and 147 lb up at 25-11-4, and 189 lb down and 267 lb up at 28-0-0 on top chord, and 361 lb down and 152 lb up at 7-0-0, 85 lb down at 9-0-12, 85 lb down at 11-0-12, 85 lb down at 13-0-12, 85 lb down at 15-0-12, 85 lb down at 17-0-12, 85 lb down at 17-11-4, 85 lb down at 19-11-4, 85 lb down at 21-11-4, 85 lb down at 23-11-4, and 85 lb down at 25-11-4, and 361 lb down and 152 lb up at 27-11-4 on bottom 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 (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 3=-111(B) 5=-111(B) 8=-142(B) 17=-361(B) 11=-361(B) 18=-111(B) 19=-111(B) 21=-111(B) 22=-111(B) 23=-111(B) 24=-111(B) 25=-111(B) 27=-111(B) 28=-111(B) 29=-61(B) 30=-61(B) 31=-61(B) 32=-61(B) 33=-61(B) 34=-61(B) 35=-61(B) 36=-61(B) 37=-61(B) 38=-61(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 Job WS0003 Truss T16 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T24286105 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:24:21 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-E0YtDPci1G5YV0QFIXTHAzswmlp7veyEulx2?Oz7zm8 Scale = 1:20.1 1 2 3 4 5 6 7 8 11 10 9 12 13 3x4 3x4 4x8 3x4 4x8 3x4 2x4 2x4 2x4 2x4 4x4 2x4 5-6-0 5-6-0 11-0-0 5-6-0 -1-0-0 1-0-0 5-6-0 5-6-0 11-0-0 5-6-0 0-4-12-3-120-4-15.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [2:0-3-8,Edge], [8:0-3-8,Edge], [8:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.14 0.11 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-0-0. (lb) - Max Horz 2=54(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8, 10 except 2=-108(LC 12), 11=-116(LC 12), 9=-133(LC 12) Max Grav All reactions 250 lb or less at joint(s) 8, 2, 11, 10 except 9=259(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-11=-174/304, 6-9=-183/330 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 5-6-0, Corner(3R) 5-6-0 to 8-6-0, Exterior(2N) 8-6-0 to 11-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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 2-0-0 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 8, 10 except (jt=lb) 2=108, 11=116, 9=133. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T17 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T24286106 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:24:47 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-T06igIw0vFNsd0PFq?xNDSxI4Edm?OQ3toEQuuz7zlk Scale = 1:19.2 1 2 3 4 5 6 7 8 9 4x6 3x6 3x6 2x4 5-6-0 5-6-0 11-0-0 5-6-0 -1-0-0 1-0-0 5-6-0 5-6-0 11-0-0 5-6-0 0-4-12-7-90-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.33 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-11 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8 Max Horz 2=61(LC 11) Max Uplift 4=-169(LC 12), 2=-248(LC 12) Max Grav 4=396(LC 1), 2=464(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-636/538, 3-4=-634/552 BOT CHORD 2-5=-407/531, 4-5=-407/531 WEBS 3-5=-33/253 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-6-0, Exterior(2R) 5-6-0 to 8-6-0, Interior(1) 8-6-0 to 10-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=169, 2=248. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T18 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) T24286107 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:25:03 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-?54l1m7289OaYTdJmMD7tqbwBhyVlUYQYH6GTyz7zlU Scale = 1:62.3 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 4x8 3x6 4x6 4x4 4x6 6x8 2x4 3x8 3x4 7x8 3x4 3x8 2x4 3x8 4x8 2x4 7-0-0 7-0-0 11-0-12 4-0-12 15-2-0 4-1-4 16-3-4 1-1-4 23-4-0 7-0-12 25-8-0 2-4-0 29-1-12 3-5-12 35-0-0 5-10-4 -1-0-0 1-0-0 7-0-0 7-0-0 11-0-12 4-0-12 12-5-5 1-4-9 16-3-4 3-9-15 19-8-12 3-5-8 23-4-0 3-7-4 25-8-0 2-4-0 29-1-12 3-5-12 30-0-2 0-10-5 35-0-0 4-11-14 36-0-0 1-0-0 0-4-13-3-14-2-120-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-11], [3:0-6-4,0-2-0], [14:0-2-12,0-5-0], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.91 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.48 -0.75 0.13 (loc) 14-15 14-15 11 l/defl >866 >559 n/a L/d 240 180 n/a PLATES MT20 Weight: 396 lb FT = 20% GRIP 244/190 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 2-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-12 oc bracing. REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=96(LC 7) Max Uplift 2=-1357(LC 8), 11=-1123(LC 8) Max Grav 2=2904(LC 1), 11=2408(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6772/3050, 3-4=-9246/4271, 4-5=-10683/4904, 5-7=-10683/4904, 7-8=-7640/3501, 8-9=-5226/2388, 9-10=-5261/2387, 10-11=-5519/2503 BOT CHORD 2-18=-2695/6172, 17-18=-2695/6180, 15-17=-4105/9246, 14-15=-4113/9292, 13-14=-3335/7640, 11-13=-2208/5033 WEBS 4-15=-722/1642, 7-14=-2189/999, 8-14=-607/1400, 4-17=-1149/615, 3-17=-1727/3756, 5-15=-384/302, 7-15=-858/1885, 9-13=-1708/3810, 8-13=-4470/2086, 10-13=-284/224 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 2=1357, 11=1123. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 147 lb up at 13-0-12, and 151 lb down and 147 lb up at 15-0-12 on top chord, and 889 lb down and 439 lb up at 11-0-12, 85 lb down at 13-0-12, and 85 lb down at 15-0-12, and 1388 lb down and 657 lb up at 16-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T18 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) T24286107 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:25:03 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-?54l1m7289OaYTdJmMD7tqbwBhyVlUYQYH6GTyz7zlU 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 (plf) Vert: 1-3=-54, 3-8=-54, 8-9=-54, 9-12=-54, 2-11=-20 Concentrated Loads (lb) Vert: 15=-1388(F) 17=-889(F) 20=-111(F) 21=-111(F) 22=-61(F) 23=-61(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 Component available 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 Job WS0003 Truss T19 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T24286108 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:25:09 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-qFR0IqCpj?8kGO4T6cKX65r0466n9MMJxDZagcz7zlO Scale = 1:20.2 1 2 3456 3x4 3x4 3x4 4x4 7-0-0 7-0-0 7-0-0 7-0-0 0-4-13-3-15.00 12 Plate Offsets (X,Y)-- [1:0-1-9,Edge], [3:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.47 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.21 0.00 (loc) 1-3 1-3 3 l/defl >610 >392 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 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=0-3-8, 3=Mechanical Max Horz 1=158(LC 7) Max Uplift 1=-320(LC 8), 3=-419(LC 8) Max Grav 1=718(LC 1), 3=909(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=320, 3=419. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 376 lb down and 189 lb up at 2-0-12, and 376 lb down and 189 lb up at 4-0-12, and 378 lb down and 187 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-376(B) 5=-376(B) 6=-378(B) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T20 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T24286109 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:25:31 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-BUmKvLTcYmwcvmmiPEjh?kminzYpIHRY?eulSKz7zl2 Scale = 1:19.8 1 2 3 45673x8 2x4 5x8 2x4 7-0-0 7-0-0 3-8-3 3-8-3 7-0-0 3-3-13 0-4-13-3-15.00 12 Plate Offsets (X,Y)-- [1:0-3-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.73 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.29 0.00 (loc) 1-4 1-4 4 l/defl >453 >279 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 2-4: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. REACTIONS. (size)1=0-3-8, 4=Mechanical Max Horz 1=158(LC 5) Max Uplift 1=-475(LC 8), 4=-637(LC 8) Max Grav 1=1074(LC 1), 4=1408(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-633/312 BOT CHORD 1-4=-327/622 WEBS 2-4=-541/333 NOTES-(9) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=475, 4=637. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 661 lb down and 313 lb up at 2-0-12, and 661 lb down and 313 lb up at 4-0-12, and 663 lb down and 311 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T20 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T24286109 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:25:31 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-BUmKvLTcYmwcvmmiPEjh?kminzYpIHRY?eulSKz7zl2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-661(F) 6=-661(F) 7=-663(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 Component available 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 Job WS0003 Truss T21 Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 Job Reference (optional) T24286110 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:25:44 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-I_2FeodmUmZmzmGCfTSk1Uo76D8rrArS_AYxO4z7zkr Scale = 1:34.2 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 213x4 3x4 4x8 3x4 4x8 3x4 4x4 5x6 9-4-0 9-4-0 18-8-0 9-4-0 -1-0-0 1-0-0 9-4-0 9-4-0 18-8-0 9-4-0 0-4-13-10-150-4-15.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [2:0-3-8,Edge], [12:0-3-8,Edge], [12:0-3-13,Edge], [16:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.12 0.09 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-8-0. (lb) - Max Horz 2=90(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14 except 2=-106(LC 12), 19=-103(LC 12), 13=-122(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12, 2, 17, 18, 19, 15, 14, 13, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 10-13=-171/259 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 9-4-0, Corner(3R) 9-4-0 to 12-4-0, Exterior(2N) 12-4-0 to 18-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 18, 15, 14 except (jt=lb) 2=106, 19=103, 13=122. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T22 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T24286111 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:26:10 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-Y_d45hx4Mlq44mFBBwwr5ztUQhqixvvHzDrJJaz7zkR Scale = 1:31.6 1 2 3 4 5 6 7 8 9 10 11 4x4 3x6 3x6 5x8 2x4 2x4 9-4-0 9-4-0 18-8-0 9-4-0 -1-0-0 1-0-0 5-11-10 5-11-10 9-4-0 3-4-6 12-8-6 3-4-6 18-8-0 5-11-10 0-4-14-2-110-4-15.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.87 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.03 (loc) 6-7 6-7 6 l/defl >999 >702 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-8 Max Horz 2=97(LC 11) Max Uplift 6=-293(LC 12), 2=-369(LC 12) Max Grav 6=681(LC 1), 2=747(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1249/821, 3-4=-972/647, 4-5=-973/658, 5-6=-1262/831 BOT CHORD 2-7=-682/1110, 6-7=-680/1126 WEBS 4-7=-362/599, 5-7=-344/365, 3-7=-326/350 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-4-0, Exterior(2R) 9-4-0 to 12-4-0, Interior(1) 12-4-0 to 18-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=293, 2=369. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T23 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T24286112 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:26:21 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-j6oEPR3_m7DWvSbJKkdQ1HqQ77mC0uuvUQ?OCRz7zkG Scale = 1:16.7 1 2 3 4 5 6 7 8 3x4 3x4 4x8 4x8 2x4 4x4 6-8-0 6-8-0 -1-0-0 1-0-0 3-4-0 3-4-0 6-8-0 3-4-0 7-8-0 1-0-0 0-4-31-8-40-4-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-1], [6:0-4-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.11 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=6-8-0, 6=6-8-0, 8=6-8-0 Max Horz 2=-51(LC 10) Max Uplift 2=-106(LC 12), 6=-106(LC 12), 8=-124(LC 12) Max Grav 2=150(LC 21), 6=150(LC 22), 8=332(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-8=-157/358, 6-8=-157/358 WEBS 4-8=-276/496 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 3-4-0, Corner(3R) 3-4-0 to 6-4-0, Exterior(2N) 6-4-0 to 7-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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 2-0-0 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 2=106, 6=106, 8=124. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T24 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T24286113 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:26:44 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-YXhxEJLPMC6F9_rkA3XpT7HKeOdavK0InV46Vcz7zjv Scale = 1:16.2 1 2 3 4 5 6 7 8 4x4 ST1.5x8 STP ST1.5x8 STP 3x4 3x4 2x4 3-4-0 3-4-0 6-8-0 3-4-0 -1-0-0 1-0-0 3-4-0 3-4-0 6-8-0 3-4-0 7-8-0 1-0-0 0-4-32-0-30-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.11 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-6 2-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-8-0 Max Horz 2=-60(LC 10) Max Uplift 2=-178(LC 12), 4=-178(LC 12) Max Grav 2=294(LC 1), 4=294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/238, 3-4=-251/238 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-4-0, Exterior(2R) 3-4-0 to 6-4-0, Interior(1) 6-4-0 to 7-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=178, 4=178. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T25 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24286114 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:27:40 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-vI35_S0XAPAJtb7USqXxkxcuJzfT1eEXfDe4UMz7zj1 Scale = 1:22.8 1 2 3 4 5 6 8 7 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 3x4 3x4 2x4 2x4 5-0-0 5-0-0 7-0-0 2-0-0 12-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 7-0-0 2-0-0 12-0-0 5-0-0 13-0-0 1-0-0 0-3-151-11-150-3-151-11-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.44 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.02 (loc) 5-7 5-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-15 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=-35(LC 6) Max Uplift 2=-326(LC 8), 5=-338(LC 8) Max Grav 2=649(LC 1), 5=663(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1245/494, 3-4=-1142/493, 4-5=-1251/499 BOT CHORD 2-8=-393/1127, 7-8=-393/1142, 5-7=-398/1132 WEBS 3-8=0/256 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=326, 5=338. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 105 lb up at 5-0-0, and 185 lb down and 249 lb up at 7-0-0 on top chord, and 110 lb down at 5-0-0, and 110 lb down at 6-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-60(B) 4=-138(B) 8=-66(B) 7=-66(B) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss T26 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T24286115 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:28:30 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-Rw4?TYduOmTDtHy5OKRgmUgPI7kMlFau9?ljESz7ziF Scale = 1:22.4 1 2 3 4 5 6 7 8 9 10 4x6 ST1.5x8 STP ST1.5x8 STP 4x4 4x4 2x4 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0-3-152-3-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-3-2,Edge], [4:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.37 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.06 0.01 (loc) 2-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-8-0 Max Horz 2=41(LC 11) Max Uplift 2=-264(LC 12), 4=-264(LC 12) Max Grav 2=491(LC 1), 4=491(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-742/623, 3-4=-742/622 BOT CHORD 2-6=-469/649, 4-6=-469/649 WEBS 3-6=-10/262 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=264, 4=264. 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." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss V02 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T24286116 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:29:33 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-52Opi5OPY7PGxzGCa33Rpmn6hWEU?mjAeIWYxJz7zhG Scale = 1:13.1 1 2 3 4 2x4 2x4 2x4 5-0-0 5-0-0 0-0-42-1-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-11-6, 3=4-11-6 Max Horz 1=97(LC 9) Max Uplift 1=-62(LC 12), 3=-69(LC 12) Max Grav 1=152(LC 1), 3=152(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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."This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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 Component available 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 Job WS0003 Truss V03 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T24286117 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 15:29:57 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:YHWDr0mBnrebqkOSNfKX?FyquAG-OfrukIhTvVRtpf6q_5V4nqnLQCVCdcfi91Kqnwz7zgu Scale = 1:9.0 1 2 3 2x4 2x4 2x4 3-0-0 3-0-0 0-0-41-3-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-11-6, 3=2-11-6 Max Horz 1=50(LC 11) Max Uplift 1=-32(LC 12), 3=-35(LC 12) Max Grav 1=78(LC 1), 3=78(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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."This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 10,2021 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