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HomeMy WebLinkAboutTruss Package6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: ASHMERE - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.2 1 of 1 This package includes 28 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: 12 Customer Info: K Hovnanian Homes Project Name: WS0012 Model: Ashmere-A Subdivision: Waterstone Address: 5182 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: July 17,2020 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. 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 T20763001 CJ1 Date 7/17/202T20763002CJ37/17/203T20763003CJ57/17/204T20763004EJ57/17/205T20763005EJ77/17/206T20763006HJ57/17/207T20763007HJ77/17/208T20763008T017/17/209T20763009T027/17/2010T20763010T037/17/2011T20763011T047/17/2012T20763012T057/17/2013T20763013T067/17/2014T20763014T077/17/20 No.Seal#Truss Name 15 T20763015 T08 Date 7/17/2016T20763016T097/17/2017T20763017T107/17/2018T20763018T117/17/2019T20763019T11A7/17/2020T20763020T127/17/2021T20763021T137/17/2022T20763022T147/17/2023T20763023T157/17/2024T20763024V017/17/2025T20763025V027/17/2026T20763026V037/17/2027T20763027V047/17/2028T20763028V057/17/20 This item has been electronically signed and sealed by Velez, Joaquin, 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 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 ASHMERE Truss CJ1 Truss Type Corner Jack Qty 14 Ply 1 Job Reference (optional) T20763001 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:11 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-XzucV?MFkQ2hZZI4bvB59hjY9tNjgYZmGbZoFSyxCco Scale = 1:6.5 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- 4 - 1 0- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] 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 FBC2017/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=34(LC 8) Max Uplift 3=-8(LC 1), 2=-83(LC 8) Max Grav 3=17(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 83 lb uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss CJ3 Truss Type Corner Jack Qty 14 Ply 1 Job Reference (optional) T20763002 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:12 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-?9S_iLNtUkAYAjtG8ciKivFicHgAP?owVFJLnuyxCcn Scale = 1:10.8 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- 4 - 1 1- 7 - 1 1- 2 - 1 0 1- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.25 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=-49(LC 12), 2=-88(LC 8) 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-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3 and 88 lb uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss CJ5 Truss Type Corner Jack Qty 10 Ply 1 Job Reference (optional) T20763003 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:12 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-?9S_iLNtUkAYAjtG8ciKivFZeHcIP?owVFJLnuyxCcn Scale = 1:15.8 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- 4 - 1 2- 5 - 1 2- 0 - 1 0 2- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.82 0.44 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 >952 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 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=104(LC 12) Max Uplift 3=-95(LC 12), 2=-93(LC 8) 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-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 3 and 93 lb uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss EJ5 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T20763004 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:13 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-TM0MwhNVF1IOotSSiKDZE6opgh_L8S23jv2uKLyxCcm Scale = 1:14.9 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- 4 - 1 2- 5 - 1 2- 0 - 1 0 2- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.49 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=104(LC 12) Max Uplift 3=-95(LC 12), 2=-93(LC 8) 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-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 3 and 93 lb uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss EJ7 Truss Type Jack-Open Qty 21 Ply 1 Job Reference (optional) T20763005 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:14 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-xYZl71O80LQFQ11fG1konKLws5H8tvIDyZoSsnyxCcl Scale = 1:19.8 1 2 5 6 3 43x4 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0- 4 - 1 3- 3 - 1 2- 1 0 - 1 0 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.18 -0.00 (loc) 2-4 2-4 3 l/defl >741 >431 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=0-8-0, 4=Mechanical Max Horz 2=140(LC 12) Max Uplift 3=-120(LC 12), 2=-106(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 3 and 106 lb uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss HJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T20763006 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:15 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-Pk77LNPmnfY61AcrqkF1KXt7xVd8cMYMBDX?ODyxCck Scale = 1:15.7 1 2 5 6 3 7 8 4 3x4 7-0-2 7-0-2 -1-5-0 1-5-0 7-0-2 7-0-2 0- 4 - 1 2- 4 - 1 3 3.54 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 -0.00 (loc) 2-4 2-4 3 l/defl >975 >470 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 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=115(LC 4) Max Uplift 3=-102(LC 8), 2=-124(LC 4) Max Grav 3=153(LC 1), 2=315(LC 1), 4=118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 124 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 85 lb up at 1-4-15, 80 lb down and 85 lb up at 1-4-15, and 29 lb down and 43 lb up at 4-2-15, and 29 lb down and 43 lb up at 4-2-15 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, and 18 lb down at 4-2-15, and 18 lb down at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + 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: 5=44(F=22, B=22) This item has been electronically signed and sealed by Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss HJ7 Truss Type Diagonal Hip Girder Qty 5 Ply 1 Job Reference (optional) T20763007 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:17 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-M7Ftl3Q0JGoqHUmEx9IVPyzYfIKK4CpfeW06T6yxCci 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 - 1 3- 2 - 1 3 3.54 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.38 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -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=0-10-15, 5=Mechanical Max Horz 2=151(LC 4) Max Uplift 4=-87(LC 4), 2=-176(LC 4), 5=-118(LC 8) Max Grav 4=104(LC 1), 2=445(LC 1), 5=310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-714/243 BOT CHORD 2-7=-308/652, 6-7=-308/652 WEBS 3-6=-713/337, 3-7=0/290 NOTES-(8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 4, 176 lb uplift at joint 2 and 118 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 85 lb up at 1-4-15, 80 lb down and 85 lb up at 1-4-15, 29 lb down and 43 lb up at 4-2-15, 29 lb down and 43 lb up at 4-2-15, and 55 lb down and 100 lb up at 7-0-14, and 55 lb down and 100 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + 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=44(F=22, B=22) 10=-75(F=-38, B=-38) 13=-36(F=-18, B=-18) This item has been electronically signed and sealed by Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T20763008 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:18 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-qJpFzPRe4awhueKQVtpkxAVYniYIpgbotAmf?YyxCch Scale = 1:34.0 1 2 3 4 5 6 9 8 7 10 11 5x8 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 4x6 2x4 3x4 3x6 7-0-0 7-0-0 11-8-0 4-8-0 18-8-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 11-8-0 4-8-0 18-8-0 7-0-0 19-8-0 1-0-0 0- 4 - 1 3- 3 - 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.85 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.19 0.07 (loc) 2-9 2-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=53(LC 12) Max Uplift 2=-543(LC 8), 5=-555(LC 9) Max Grav 2=1344(LC 1), 5=1356(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2661/1052, 3-4=-2420/1042, 4-5=-2692/1082 BOT CHORD 2-9=-926/2368, 7-9=-929/2393, 5-7=-924/2396 WEBS 3-9=-64/622, 4-7=-50/617 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 543 lb uplift at joint 2 and 555 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 125 lb up at 7-0-0, 105 lb down and 125 lb up at 9-0-12, and 105 lb down and 125 lb up at 9-7-4, and 200 lb down and 234 lb up at 11-8-0 on top chord, and 320 lb down and 130 lb up at 7-0-0, 81 lb down at 9-0-12, and 81 lb down at 9-7-4, and 320 lb down and 130 lb up at 11-7-4 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, 3-4=-54, 4-6=-54, 2-5=-20 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T20763008 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:18 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-qJpFzPRe4awhueKQVtpkxAVYniYIpgbotAmf?YyxCch LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-105(F) 4=-153(F) 8=-115(F) 9=-320(F) 7=-320(F) 10=-105(F) 11=-105(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 ASHMERE Truss T02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T20763009 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:19 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-IVNeAkSGrt3YWovc3aKzUN2tz6v1Y7Iy6qVDX?yxCcg Scale = 1:33.9 1 2 3 4 5 6 7 8 9 10 11 12 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 5x8 2x4 2x4 3x4 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 19-8-0 1-0-0 0- 4 - 1 4- 1 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [6:0-3-0,0-1-8], [8:0-4-0,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.82 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.27 0.03 (loc) 2-8 2-8 6 l/defl >999 >792 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 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 4-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-69(LC 13) Max Uplift 2=-253(LC 12), 6=-253(LC 13) Max Grav 2=738(LC 1), 6=738(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1176/683, 3-4=-916/542, 4-5=-916/542, 5-6=-1176/683 BOT CHORD 2-8=-534/1037, 6-8=-540/1037 WEBS 4-8=-270/546, 5-8=-302/316, 3-8=-302/316 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-4-0, Exterior(2) 9-4-0 to 13-6-15, Interior(1) 13-6-15 to 19-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 2 and 253 lb uplift at joint 6. 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T03 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T20763010 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:20 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-mix0O4TucBBP8yUocIrC1bb2jWFGHaY5KUFm4RyxCcf Scale = 1:33.3 1 2 3 4 5 6 7 8 9 10 11 12 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 5x8 2x4 2x4 3x4 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 19-8-0 1-0-0 0- 4 - 1 4- 2 - 1 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [6:0-3-0,0-1-8], [8:0-4-0,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.82 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.27 0.03 (loc) 2-8 2-8 6 l/defl >999 >792 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 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 4-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-4 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-69(LC 13) Max Uplift 2=-253(LC 12), 6=-253(LC 13) Max Grav 2=738(LC 1), 6=738(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1176/645, 3-4=-916/520, 4-5=-916/520, 5-6=-1176/645 BOT CHORD 2-8=-489/1037, 6-8=-506/1037 WEBS 4-8=-253/546, 5-8=-302/286, 3-8=-302/286 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-4-0, Exterior(2) 9-4-0 to 12-4-0, Interior(1) 12-4-0 to 19-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 2 and 253 lb uplift at joint 6. 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T04 Truss Type Common Qty 4 Ply 1 Job Reference (optional) T20763011 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:21 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-EuVObQUXNVJGl53?A?MSZo7CvvbR01kFZ8_JctyxCce Scale = 1:33.2 1 2 3 4 5 6 7 8 9 10 11 3x4 ST1.5x8 STP ST1.5x8 STP 4x6 5x8 2x4 2x4 3x4 9-4-0 9-4-0 18-8-0 9-4-0 5-11-10 5-11-10 9-4-0 3-4-6 12-8-6 3-4-6 18-8-0 5-11-10 19-8-0 1-0-0 0- 4 - 1 4- 2 - 1 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [5:0-3-0,0-1-8], [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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.82 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.03 (loc) 1-7 1-7 5 l/defl >999 >779 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 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=-76(LC 17) Max Uplift 1=-217(LC 12), 5=-254(LC 13) Max Grav 1=663(LC 1), 5=741(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1190/685, 2-3=-924/550, 3-4=-923/533, 4-5=-1184/671 BOT CHORD 1-7=-525/1052, 5-7=-529/1044 WEBS 3-7=-285/555, 4-7=-302/285, 2-7=-312/293 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 9-4-0, Exterior(2) 9-4-0 to 12-4-0, Interior(1) 12-4-0 to 19-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 1 and 254 lb uplift at joint 5. 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T05 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T20763012 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:23 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-AHc806Vnv6Z_?PDNIQPweDDS0jI?Us3X0STQgmyxCcc Scale = 1:66.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x4 3x6 2x4 5x8 3x4 3x8 2x4 2x4 3x12 MT20HS 5x8 2x4 7-0-0 7-0-0 10-8-0 3-8-0 11-0-0 0-4-0 11-4-0 0-4-0 13-10-0 2-6-0 16-8-0 2-10-0 17-0-0 0-4-0 23-4-0 6-4-0 25-8-0 2-4-0 29-0-6 3-4-6 35-0-0 5-11-10 -1-0-0 1-0-0 7-0-0 7-0-0 11-0-0 4-0-0 12-5-5 1-5-5 16-8-0 4-2-11 17-10-11 1-2-11 23-4-0 5-5-5 25-8-0 2-4-0 29-0-6 3-4-6 30-0-2 0-11-12 35-0-0 4-11-14 36-0-0 1-0-0 0- 4 - 1 3- 3 - 1 4- 2 - 1 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [5:0-2-8,0-3-4], [9:0-3-0,0-1-8], [12:0-2-12,0-3-0], [14:0-2-0,0-1-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.75 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.01 (loc) 9-11 9-11 9 l/defl >999 >656 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 168 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-8-0 except (jt=length) 15=5-0-0, 15=5-0-0. (lb) - Max Horz 2=69(LC 27) Max Uplift All uplift 100 lb or less at joint(s) except 2=-209(LC 8), 9=-246(LC 28), 15=-675(LC 8), 13=-397(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=527(LC 19), 9=650(LC 1), 15=1385(LC 19), 15=1360(LC 1), 13=1084(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-640/227, 3-4=-131/448, 4-5=-131/448, 5-6=-622/279, 6-7=-668/277, 7-8=-687/264, 8-9=-956/370 BOT CHORD 2-16=-185/517, 15-16=-189/543, 13-15=-417/180, 12-13=-417/180, 11-12=-194/622, 9-11=-262/837 WEBS 3-16=-94/599, 6-12=-430/160, 7-11=-149/390, 8-11=-312/224, 4-15=-535/399, 5-13=-941/434, 3-15=-1198/489, 5-12=-330/1137 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 209 lb uplift at joint 2, 246 lb uplift at joint 9, 675 lb uplift at joint 15 and 397 lb uplift at joint 13. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 125 lb up at 7-0-0, 145 lb down and 125 lb up at 9-0-12, 145 lb down and 125 lb up at 11-0-12, and 145 lb down and 125 lb up at 13-0-12, and 145 lb down and 125 lb up at 15-0-12 on top chord, and 340 lb down and 146 lb up at 7-0-0, and 81 lb down at 9-0-12 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 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T05 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T20763012 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:23 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-AHc806Vnv6Z_?PDNIQPweDDS0jI?Us3X0STQgmyxCcc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 3=-105(F) 16=-340(F) 4=-105(F) 17=-105(F) 18=-105(F) 19=-105(F) 20=-58(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 ASHMERE Truss T06 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20763013 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:24 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-eTAXESWPgQhrdZoar7w9BRla87bMDK8hF6D_DCyxCcb Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 4x6 3x8 2x4 3x4 3x4 3x4 4x6 3x6 3x8 2x4 9-0-0 9-0-0 17-6-0 8-6-0 25-4-0 7-10-0 26-0-0 0-8-0 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 25-4-0 3-8-12 26-0-0 0-8-0 29-3-6 3-3-6 35-0-0 5-8-11 36-0-0 1-0-0 0- 4 - 1 4- 1 - 1 0- 4 - 1 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [6:0-3-0,Edge], [9:0-0-0,0-0-0], [10:0-0-10,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.94 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.47 0.14 (loc) 14 12-14 10 l/defl >999 >881 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=0-8-0, 10=0-8-0 Max Horz 2=67(LC 12) Max Uplift 2=-455(LC 8), 10=-455(LC 9) Max Grav 2=1342(LC 1), 10=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2646/1516, 3-4=-2418/1386, 4-5=-2219/1330, 5-7=-2828/1629, 7-8=-2219/1330, 8-9=-2418/1386, 9-10=-2646/1516 BOT CHORD 2-16=-1284/2377, 14-16=-1421/2743, 12-14=-1432/2743, 10-12=-1302/2377 WEBS 3-16=-230/258, 4-16=-390/781, 5-16=-772/487, 7-12=-772/487, 8-12=-390/781, 9-12=-230/258 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2) 9-0-0 to 12-6-0, Interior(1) 12-6-0 to 26-0-0, Exterior(2) 26-0-0 to 29-5-2, Interior(1) 29-5-2 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 lb uplift at joint 2 and 455 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T07 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T20763014 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:25 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-7fkvRoX1RjphEjNmPrROkeIq8XzeypbqUmyXleyxCca Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 3x6 3x4 2x4 3x4 3x8 2x4 3x4 3x4 2x4 3x6 3x6 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 - 1 4- 1 1 - 1 0- 4 - 1 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [8:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.74 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.38 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 2-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=80(LC 12) Max Uplift 2=-432(LC 8), 8=-432(LC 9) Max Grav 2=1342(LC 1), 8=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2681/1540, 3-4=-2249/1367, 4-5=-2410/1511, 5-6=-2410/1511, 6-7=-2249/1367, 7-8=-2681/1540 BOT CHORD 2-16=-1313/2391, 15-16=-1313/2391, 13-15=-1030/2037, 11-13=-1034/2037, 10-11=-1318/2391, 8-10=-1318/2391 WEBS 3-15=-430/335, 4-15=-142/369, 4-13=-302/574, 5-13=-401/356, 6-13=-302/574, 6-11=-142/369, 7-11=-430/335 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(2) 11-0-0 to 15-11-6, Interior(1) 15-11-6 to 24-0-0, Exterior(2) 24-0-0 to 28-11-6, Interior(1) 28-11-6 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint 2 and 432 lb uplift at joint 8. 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T08 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T20763015 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:27 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-32sfsTYHyL3PU0X9XGTsp3N7RKdXQik7x4RepXyxCcY Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x6 3x4 2x4 3x8 3x4 3x8 3x4 2x4 3x6 3x6 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 - 1 5- 9 - 1 0- 4 - 1 5- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [8:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.84 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.52 0.13 (loc) 12-13 12-13 8 l/defl >999 >798 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.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-93(LC 13) Max Uplift 2=-416(LC 12), 8=-416(LC 13) Max Grav 2=1342(LC 1), 8=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2640/1494, 3-4=-2094/1273, 4-5=-1884/1239, 5-6=-1884/1239, 6-7=-2094/1273, 7-8=-2639/1494 BOT CHORD 2-15=-1262/2349, 13-15=-1262/2349, 12-13=-991/1989, 10-12=-1267/2349, 8-10=-1267/2349 WEBS 3-15=0/252, 3-13=-563/414, 4-13=-277/557, 5-13=-293/193, 5-12=-293/193, 6-12=-277/557, 7-12=-563/414, 7-10=0/252 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 13-0-0, Exterior(2) 13-0-0 to 17-11-6, Interior(1) 17-11-6 to 22-0-0, Exterior(2) 22-0-0 to 26-11-6, Interior(1) 26-11-6 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 lb uplift at joint 2 and 416 lb uplift at joint 8. 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T09 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T20763016 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:28 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-XEQ13pZwjeBG5A5L4z_5LHwI?k_e9AJHAkBBMzyxCcX Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x6 3x6 4x6 3x4 2x4 3x4 3x8 3x4 2x4 4x6 3x6 7-4-11 7-4-11 15-0-0 7-7-5 20-0-0 5-0-0 27-7-5 7-7-5 35-0-0 7-4-11 -1-0-0 1-0-0 7-4-11 7-4-11 15-0-0 7-7-5 20-0-0 5-0-0 27-7-5 7-7-5 35-0-0 7-4-11 36-0-0 1-0-0 0- 4 - 1 6- 7 - 1 0- 4 - 1 6- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [5:0-5-12,0-2-8], [9:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.79 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.37 0.13 (loc) 14 14-16 9 l/defl >999 >999 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.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. WEBS 1 Row at midpt 3-14, 8-13 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=106(LC 16) Max Uplift 2=-433(LC 12), 9=-433(LC 13) Max Grav 2=1342(LC 1), 9=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2686/1491, 3-5=-1940/1177, 5-6=-1719/1175, 6-8=-1941/1177, 8-9=-2686/1491 BOT CHORD 2-16=-1270/2398, 14-16=-1270/2398, 13-14=-808/1718, 11-13=-1273/2398, 9-11=-1273/2398 WEBS 3-16=0/327, 3-14=-751/502, 5-14=-151/441, 6-13=-178/442, 8-13=-751/502, 8-11=0/327 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 15-0-0, Exterior(2) 15-0-0 to 24-11-6, Interior(1) 24-11-6 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 433 lb uplift at joint 2 and 433 lb uplift at joint 9. 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T10 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T20763017 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:29 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-?RzQH9aYUyJ7jKgXehVKuUSWG8IzuYYQPOwluPyxCcW Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 21 22ST1.5x8 STP ST1.5x8 STP 3x4 2x4 3x4 3x8 3x4 3x4 2x4 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 - 1 7- 5 - 1 0- 4 - 1 7- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [6:0-3-0,0-2-4], [8:0-3-0,0-2-4], [12:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.91 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.12 (loc) 14-16 14-16 12 l/defl >999 >999 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.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=120(LC 12) Max Uplift 2=-447(LC 12), 12=-447(LC 13) Max Grav 2=1342(LC 1), 12=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2646/1368, 3-5=-2450/1336, 5-6=-1693/1033, 6-7=-1513/992, 7-8=-1513/992, 8-9=-1693/1033, 9-11=-2450/1336, 11-12=-2646/1368 BOT CHORD 2-18=-1150/2362, 16-18=-894/1918, 14-16=-901/1918, 12-14=-1157/2362 WEBS 3-18=-285/264, 5-18=-206/514, 5-16=-588/439, 9-16=-588/439, 9-14=-206/514, 11-14=-285/264, 7-16=-515/977 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-0-0, Exterior(2) 17-0-0 to 22-8-3, Interior(1) 22-8-3 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) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 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 447 lb uplift at joint 2 and 447 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T11 Truss Type Common Qty 5 Ply 1 Job Reference (optional) T20763018 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:30 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-TdXoUVaAFGR_LUFjCO1ZQi?gjYeCd?eZd2gIQsyxCcV Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x6 3x6 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 - 1 7- 7 - 9 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [10:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.91 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.12 (loc) 12-14 12-14 10 l/defl >999 >999 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.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 5-5-7 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-123(LC 13) Max Uplift 2=-451(LC 12), 10=-451(LC 13) Max Grav 2=1342(LC 1), 10=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2645/1323, 3-5=-2449/1289, 5-6=-1691/991, 6-7=-1691/991, 7-9=-2450/1289, 9-10=-2645/1323 BOT CHORD 2-16=-1090/2360, 14-16=-834/1922, 12-14=-851/1922, 10-12=-1107/2360 WEBS 6-14=-508/994, 7-14=-597/417, 7-12=-203/512, 9-12=-282/260, 5-14=-597/417, 5-16=-203/512, 3-16=-282/260 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 451 lb uplift at joint 2 and 451 lb uplift at joint 10. 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T11A Truss Type Common Qty 1 Ply 1 Job Reference (optional) T20763019 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:31 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-xp5Airbo0ZZryeqwm5YozvYvlxzQMMTjsiPryIyxCcU Scale = 1:66.0 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 20 17 16 15 14 22 21 19 1825 26 27 28 29 5x12 ST1.5x8 STP ST1.5x8 STP 3x6 4x6 3x8 3x4 3x4 2x4 3x4 2x4 3x6 3x6 5x6 10x12 8x14 MT20HS 2x4 5x6 4x12 3x6 8x14 MT20HS 6x8 3x4 5-0-0 5-0-0 9-4-12 4-4-12 10-9-0 1-4-4 12-2-0 1-5-0 17-6-0 5-4-0 26-2-7 8-8-7 35-0-0 8-9-9 -1-0-0 1-0-0 5-0-0 5-0-0 9-4-12 4-4-12 12-2-0 2-9-4 17-6-0 5-4-0 22-8-4 5-2-4 28-8-13 6-0-9 35-0-0 6-3-3 36-0-0 1-0-0 0- 4 - 1 7- 7 - 9 0- 4 - 1 1- 1 1 - 1 1 5.00 12 Plate Offsets (X,Y)-- [2:0-6-5,0-1-3], [3:0-7-0,0-1-8], [6:0-0-0,0-1-12], [6:0-5-4,0-3-0], [12:0-0-10,Edge], [18:0-4-8,0-5-0], [19:0-4-8,0-1-8], [21:0-3-8,0-4-4], [22:0-5-4,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.91 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.73 0.36 (loc) 20 20 12 l/defl >999 >566 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 215 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 12-15,15-20: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-17: 2x6 SP M 26, 4-23,3-22: 2x4 SP No.1, 3-24: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 1 Row at midpt 8-18 JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=-124(LC 13) Max Uplift 2=-452(LC 12), 12=-451(LC 13) Max Grav 2=1340(LC 1), 12=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2683/1321, 3-4=-7304/3470, 4-5=-4842/2344, 5-7=-3270/1646, 7-8=-3170/1722, 8-9=-1690/996, 9-11=-2434/1264, 11-12=-2656/1346 BOT CHORD 2-24=-1116/2413, 23-24=-1115/2411, 17-20=-228/470, 16-17=-297/647, 14-16=-856/1924, 12-14=-1135/2389, 21-22=-3354/7408, 19-21=-1980/4495, 18-19=-1980/4495 WEBS 8-16=-159/326, 9-16=-605/419, 9-14=-165/505, 11-14=-294/270, 22-23=-1050/2279, 4-22=-1007/2220, 5-18=-1868/895, 3-23=-2970/1374, 16-18=-283/916, 8-18=-955/1883, 19-20=-479/990, 3-22=-2856/6324, 5-21=-665/1473, 4-21=-3090/1457, 18-20=-1040/503 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 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) All plates are MT20 plates unless otherwise indicated. 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 452 lb uplift at joint 2 and 451 lb uplift at joint 12. 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T12 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20763020 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:33 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-uCDw6Xd2YBpZCx_ItWaG2Kd7tlfTqOM0K0uy1ByxCcS Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 4x6 3x8 2x4 3x4 3x4 3x4 3x8 2x4 4x6 3x6 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 - 1 4- 1 - 1 0- 4 - 1 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [6:0-3-0,Edge], [10:0-0-10,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.94 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.47 0.14 (loc) 14 14-16 10 l/defl >999 >881 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=0-8-0, 10=0-8-0 Max Horz 2=-67(LC 13) Max Uplift 2=-455(LC 8), 10=-455(LC 9) Max Grav 2=1342(LC 1), 10=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2646/1585, 3-4=-2418/1435, 4-5=-2219/1375, 5-7=-2828/1675, 7-8=-2219/1375, 8-9=-2418/1435, 9-10=-2646/1585 BOT CHORD 2-16=-1359/2377, 14-16=-1460/2743, 12-14=-1464/2743, 10-12=-1363/2377 WEBS 3-16=-230/295, 4-16=-411/781, 5-16=-772/507, 7-12=-772/507, 8-12=-411/781, 9-12=-230/295 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2) 9-0-0 to 13-11-6, Interior(1) 13-11-6 to 26-0-0, Exterior(2) 26-0-0 to 30-11-6, Interior(1) 30-11-6 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 lb uplift at joint 2 and 455 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T13 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T20763021 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:37 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-mzSRyugZcPK?gZH46MfCDAormM3NmB?bEesAAyyxCcO Scale: 3/16"=1' 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 5x8 ST1.5x8 STP ST1.5x8 STP 3x6 5x8 3x6 4x6 2x4 5x8 2x4 2x4 3x8 2x4 5x8 2x4 4x6 3x6 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 - 1 3- 3 - 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [8:0-5-12,0-2-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.75 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.40 -0.66 0.15 (loc) 14 13-14 9 l/defl >999 >621 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 or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing. REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-53(LC 13) Max Uplift 2=-1046(LC 4), 9=-1073(LC 5) Max Grav 2=2609(LC 1), 9=2625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5774/2316, 3-4=-7519/3135, 4-6=-7519/3135, 6-7=-7530/3159, 7-8=-7530/3159, 8-9=-5812/2381 BOT CHORD 2-17=-2040/5211, 15-17=-2044/5237, 14-15=-3358/8300, 13-14=-3358/8300, 11-13=-2112/5272, 9-11=-2108/5245 WEBS 3-17=-85/640, 3-15=-1127/2693, 4-15=-595/433, 6-15=-933/381, 6-14=0/468, 6-13=-909/353, 7-13=-588/427, 8-13=-1087/2655, 8-11=-84/639 NOTES-(10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1046 lb uplift at joint 2 and 1073 lb uplift at joint 9. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T13 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T20763021 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:37 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-mzSRyugZcPK?gZH46MfCDAormM3NmB?bEesAAyyxCcO NOTES-(10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 125 lb up at 7-0-0, 105 lb down and 125 lb up at 9-0-12, 105 lb down and 125 lb up at 11-0-12, 105 lb down and 125 lb up at 13-0-12, 105 lb down and 125 lb up at 15-0-12, 105 lb down and 125 lb up at 17-0-12, 105 lb down and 125 lb up at 17-11-4, 105 lb down and 125 lb up at 19-11-4, 105 lb down and 125 lb up at 21-11-4, 105 lb down and 125 lb up at 23-11-4, and 105 lb down and 125 lb up at 25-11-4, and 180 lb down and 215 lb up at 28-0-0 on top chord, and 340 lb down and 146 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 17-11-4, 81 lb down at 19-11-4, 81 lb down at 21-11-4, 81 lb down at 23-11-4, and 81 lb down at 25-11-4, and 340 lb down and 146 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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=-105(B) 5=-105(B) 8=-133(B) 17=-340(B) 11=-340(B) 18=-105(B) 19=-105(B) 20=-105(B) 21=-105(B) 22=-105(B) 23=-105(B) 24=-105(B) 25=-105(B) 26=-105(B) 27=-58(B) 28=-58(B) 29=-58(B) 30=-58(B) 31=-58(B) 32=-58(B) 33=-58(B) 34=-58(B) 35=-58(B) 36=-58(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 ASHMERE Truss T14 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T20763022 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:38 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-E90pAEhBNjSrIjsGg4ARlOK6nmU7VlhlTIcjiOyxCcN Scale = 1:22.8 1 2 3 4 5 6 8 7 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 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- 4 - 1 2- 5 - 1 0- 4 - 1 2- 5 - 1 5.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.39 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.02 (loc) 5-7 5-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=-40(LC 9) Max Uplift 2=-251(LC 8), 5=-258(LC 9) Max Grav 2=652(LC 1), 5=666(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1060/377, 3-4=-927/376, 4-5=-1065/395 BOT CHORD 2-8=-313/915, 7-8=-311/927, 5-7=-314/919 WEBS 3-8=-12/260 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 lb uplift at joint 2 and 258 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 100 lb up at 5-0-0, and 184 lb down and 208 lb up at 7-0-0 on top chord, and 113 lb down at 5-0-0, and 113 lb down at 6-11-4 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, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-60(B) 4=-137(B) 8=-69(B) 7=-69(B) This item has been electronically signed and sealed by Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss T15 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T20763023 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:39 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-iMaBNahp81aiwsRSEnhgIbtH?ArwECwuiyLGEqyxCcM Scale = 1:22.4 1 2 3 4 5 6 7 8 9 10 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 3x4 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- 4 - 1 2- 1 0 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-2-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.36 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 2-6 2-6 4 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 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=46(LC 12) Max Uplift 2=-173(LC 12), 4=-173(LC 13) 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=-636/377, 3-4=-636/377 BOT CHORD 2-6=-219/523, 4-6=-219/523 WEBS 3-6=-2/264 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-0, Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 2 and 173 lb uplift at joint 4. 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss V01 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20763024 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:40 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-AY8aawiRuKiZX00enUCvqpQTpaCczfi2xc5qnHyxCcL Scale = 1:17.3 1 2 3 4 5 6 7 8 2x4 4x6 2x4 2x4 0-0-10 0-0-10 9-6-6 9-5-13 4-9-3 4-9-3 9-6-6 4-9-3 0- 0 - 4 1- 1 1 - 1 3 0- 0 - 4 5.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.26 0.07 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: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 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)1=9-5-3, 3=9-5-3, 4=9-5-3 Max Horz 1=-27(LC 13) Max Uplift 1=-53(LC 12), 3=-57(LC 13), 4=-89(LC 12) Max Grav 1=132(LC 23), 3=132(LC 24), 4=338(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-9-3, Exterior(2) 4-9-3 to 7-9-3, Interior(1) 7-9-3 to 8-9-6 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) 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 53 lb uplift at joint 1, 57 lb uplift at joint 3 and 89 lb uplift at joint 4. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss V02 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20763025 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:40 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-AY8aawiRuKiZX00enUCvqpQULaBPzgk2xc5qnHyxCcL Scale = 1:10.3 1 2 3 2x4 3x6 2x4 0-0-10 0-0-10 5-6-6 5-5-13 2-9-3 2-9-3 5-6-6 2-9-3 0- 0 - 4 1- 1 - 1 3 0- 0 - 4 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.20 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: 15 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 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-5-3, 3=5-5-3 Max Horz 1=-14(LC 13) Max Uplift 1=-49(LC 12), 3=-49(LC 13) Max Grav 1=149(LC 1), 3=149(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 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) 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 49 lb uplift at joint 1 and 49 lb uplift at joint 3. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss V03 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20763026 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:41 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-fkiyoGj4feqQ9AbrLCj8N0yfuzb2i6WB9FqNJjyxCcK Scale = 1:16.3 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 3-1-9 3-1-9 6-2-8 3-0-15 0- 0 - 4 2- 7 - 1 5.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.12 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-1-14, 4=6-1-14, 5=6-1-14 Max Horz 1=114(LC 9) Max Uplift 1=-2(LC 8), 4=-36(LC 9), 5=-122(LC 12) Max Grav 1=64(LC 20), 4=86(LC 1), 5=247(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-180/316 NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 6-0-12 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 1, 36 lb uplift at joint 4 and 122 lb uplift at joint 5. 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss V04 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20763027 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:42 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-7xGK?ckiQyyHnKA1vvENwEVnTNvqRaEKOvaxr9yxCcJ Scale = 1:11.5 1 2 3 4 2x4 2x4 2x4 4-2-8 4-2-8 0- 0 - 4 1- 9 - 1 5.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.22 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: 13 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 4-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-1-14, 3=4-1-14 Max Horz 1=71(LC 9) Max Uplift 1=-42(LC 12), 3=-54(LC 12) Max Grav 1=122(LC 1), 3=122(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-0-12 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 1 and 54 lb uplift at joint 3. 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 Velez, Joaquin, 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. July 17,2020 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 ASHMERE Truss V05 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20763028 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 17 09:08:42 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-7xGK?ckiQyyHnKA1vvENwEVt5NylRaEKOvaxr9yxCcJ Scale = 1:7.4 1 2 3 2x4 5x6 2-2-8 2-2-8 0- 0 - 4 0- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-12], [2:0-10-15,0-2-0], [3:0-1-12,0-0-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.03 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: 6 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 2-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-1-14, 3=2-1-14 Max Horz 1=28(LC 11) Max Uplift 1=-17(LC 12), 3=-21(LC 12) Max Grav 1=48(LC 1), 3=48(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 21 lb uplift at joint 3. 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 Velez, Joaquin, 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. July 17,2020 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 2 1 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s