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51 S. Forrestal Cir RES20-0122 16 of 16 truss calcs_16 of 216904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2295482 - Design Code: FBC2017/TPI2014Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Design Program: MiTek 20/20 8.2 1 of 2 This package includes 36 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: Collins Builders Project Name: 2295482 Model: 2331 Subdivision: .Address: 51 Forrestal Cr. S., . State: FLCity: Callahan Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: Bryan Murray License #: 64010 Address: 157 Hampton Point Dr., .City: St. Augustine State: FL April 14,2020 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-Jacksonville. 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 T19970100 CJ01 Date 4/14/202T19970101CJ024/14/203T19970102CJ034/14/204T19970103EJ014/14/205T19970104EJ024/14/206T19970105EJ034/14/207T19970106HJ014/14/208T19970107P014/14/209T19970108P024/14/2010T19970109P034/14/2011T19970110T014/14/2012T19970111T024/14/2013T19970112T044/14/2014T19970113T054/14/20 No.Seal#Truss Name 15 T19970114 T06 Date 4/14/2016T19970115T074/14/2017T19970116T084/14/2018T19970117T094/14/2019T19970118T104/14/2020T19970119T124/14/2021T19970120T134/14/2022T19970121T144/14/2023T19970122T154/14/2024T19970123T164/14/2025T19970124T174/14/2026T19970125T184/14/2027T19970126T194/14/2028T19970127T204/14/20 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 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2295482 - 2 of 2 Site Information: Lot/Block: . Customer Info: Collins Builders Project Name: 2295482 Model: 2331 Subdivision: .Address: 51 Forrestal Cr. S., . State: FLCity: Callahan No.Seal#Truss Name 29 T19970128 T21 Date 4/14/2030T19970129T224/14/2031T19970130T234/14/2032T19970131T254/14/2033T19970132T264/14/2034T19970133T274/14/2035T19970134T284/14/2036T19970135T294/14/20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss CJ01 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T19970100 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:23 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-_GIU2uDQB8L1BZoM5jAeX1RBlGBPlcYRcJQ8rFzQqJA Scale = 1:7.8 1 2 3 4 3x4 1-0-0 1-0-0 -1-4-0 1-4-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MP 0.16 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 7 7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=57(LC 12) Max Uplift 3=-4(LC 1), 2=-108(LC 12), 4=-18(LC 1) Max Grav 3=11(LC 8), 2=161(LC 1), 4=21(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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 4 lb uplift at joint 3, 108 lb uplift at joint 2 and 18 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss CJ02 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T19970101 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:24 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-SSssFEE2yRTtojNYeQht3FzMVgV1U3naqzAhNizQqJ9 Scale = 1:12.8 1 2 3 4 2x4 3-0-0 3-0-0 -1-4-0 1-4-0 3-0-0 3-0-0 0-4-31-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MP 0.16 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=108(LC 12) Max Uplift 3=-59(LC 12), 2=-101(LC 12), 4=-2(LC 12) Max Grav 3=58(LC 1), 2=188(LC 1), 4=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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 59 lb uplift at joint 3, 101 lb uplift at joint 2 and 2 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss CJ03 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T19970102 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:24 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-SSssFEE2yRTtojNYeQht3FzJtgS2U3naqzAhNizQqJ9 Scale = 1:17.8 1 2 3 4 3x4 5-0-0 5-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MP 0.33 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=160(LC 12) Max Uplift 3=-110(LC 12), 2=-120(LC 12), 4=-7(LC 12) Max Grav 3=109(LC 1), 2=244(LC 1), 4=67(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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 110 lb uplift at joint 3, 120 lb uplift at joint 2 and 7 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss EJ01 Truss Type JACK-PARTIAL Qty 18 Ply 1 Job Reference (optional) T19970103 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:25 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-weQFTZFhjlbkQsykC8C6cSWP04jmDW1k3dvFv8zQqJ8 Scale = 1:20.2 1 2 3 43x4 6-0-0 6-0-0 -1-4-0 1-4-0 6-0-0 6-0-0 0-4-33-4-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MP 0.69 0.61 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 0.18 -0.01 (loc) 4-7 4-7 3 l/defl >351 >399 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 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=0-3-8, 4=Mechanical Max Horz 2=186(LC 12) Max Uplift 3=-135(LC 12), 2=-131(LC 12), 4=-61(LC 9) Max Grav 3=134(LC 1), 2=274(LC 1), 4=82(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch 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 135 lb uplift at joint 3, 131 lb uplift at joint 2 and 61 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss EJ02 Truss Type Jack-Partial Qty 1 Ply 1 Job Reference (optional) T19970104 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:26 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-Or_dgvFJU3jb20XxmrjL9g3ezU_kyy3tIHfoSazQqJ7 Scale = 1:16.7 1 2 3 6 4 5 4x4 4x4 2x4 4-0-0 4-0-0 6-0-0 2-0-0 -1-4-0 1-4-0 4-0-0 4-0-0 6-0-0 2-0-0 0-4-32-4-32-0-112-4-36.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MP 0.42 0.95 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 0.25 -0.12 (loc) 6-9 6-9 4 l/defl >254 >290 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 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 2-2-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=136(LC 12) Max Uplift 4=-42(LC 8), 2=-147(LC 9), 5=-124(LC 9) Max Grav 4=52(LC 1), 2=274(LC 1), 5=129(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-151/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 4, 147 lb uplift at joint 2 and 124 lb uplift at joint 5.This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss EJ03 Truss Type Jack-Partial Qty 2 Ply 1 Job Reference (optional) T19970105 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:26 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-Or_dgvFJU3jb20XxmrjL9g3fUUBoyzHtIHfoSazQqJ7 Scale = 1:19.4 2 1 3 4 3x4 2-3-8 2-3-8 4-3-8 2-0-0 5-0-0 0-8-8 6-0-0 1-0-0 0-4-33-4-31-4-32-9-42-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MP 0.32 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.05 -0.03 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 4=Mechanical, 3=Mechanical Max Horz 1=155(LC 12) Max Uplift 1=-71(LC 12), 4=-34(LC 8), 3=-116(LC 12) Max Grav 1=195(LC 1), 4=50(LC 1), 3=147(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 1, 34 lb uplift at joint 4 and 116 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss HJ01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T19970106 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:27 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-s1Y?uFGxFMrSgA67KZFahtbo8uPIhO40WwOM_0zQqJ6 Scale = 1:20.5 1 2 3 6 10 11 4 12 13 14 54x4 3x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 8-4-5 8-4-5 -1-10-10 1-10-10 4-4-12 4-4-12 8-4-5 3-11-10 0-4-33-3-104.24 12 Plate Offsets (X,Y)-- [2:0-1-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.46 0.61 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.24 0.00 (loc) 6-9 6-9 5 l/defl >609 >413 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=200(LC 22) Max Uplift 4=-165(LC 4), 2=-195(LC 4), 5=-121(LC 8) Max Grav 4=141(LC 1), 2=378(LC 1), 5=225(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-436/242 BOT CHORD 2-6=-301/401 WEBS 3-6=-431/323 NOTES- 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; 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 165 lb uplift at joint 4, 195 lb uplift at joint 2 and 121 lb uplift at joint 5. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-10 Concentrated Loads (lb) Vert: 11=-81(F=-40, B=-40) 12=32(F=16, B=16) 13=-9(F=-5, B=-5) 14=-51(F=-25, B=-25) This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss P01 Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) T19970107 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:29 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-oQflIxIBn_6AvUFWR_H2mIhEyhDw9KEJ_EtS3vzQqJ4 Scale = 1:18.7 2 3 4 5 6 7 10 9 1 8 3x4 3x4 2x4 2x4 3x8 3x8 9-11-0 9-11-0 2-0-0 2-0-0 4-0-0 2-0-0 5-11-0 1-11-0 7-11-0 2-0-0 9-11-0 2-0-0 1-0-00-1-60-1-100-10-66.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-8], [6:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-S 0.11 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 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.All bearings 9-11-0. (lb) - Max Horz 1=-12(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 2, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 2, 10, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 2, 10, 9. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss P02 Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) T19970108 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:30 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-HcD8WHJpYHE1Xeqi?hoHJWDPk5ZkuniTDud0bLzQqJ3 Scale = 1:18.7 2 3 4 5 8 7 1 6 4x4 4x4 2x4 2x4 2x4 2x4 9-11-0 9-11-0 4-0-0 4-0-0 5-11-0 1-11-0 9-11-0 4-0-0 2-0-00-1-60-1-101-10-66.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-S 0.11 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 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.All bearings 9-11-0. (lb) - Max Horz 1=-27(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 2, 5, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 2, 5, 8, 7. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss P03 Truss Type Piggyback Qty 8 Ply 1 Job Reference (optional) T19970109 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:31 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-lonWjdJRIbMu8nPuZOJWsjmaoVv_dEZcRYMZ7ozQqJ2 Scale = 1:18.4 2 3 4 5 6 10 9 8 1 7 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-11-0 9-11-0 4-0-0 4-0-0 4-11-8 0-11-8 5-11-0 0-11-8 9-11-0 4-0-0 2-5-120-1-60-1-106.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-S 0.09 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 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 6-0-0 oc bracing. REACTIONS.All bearings 9-11-0. (lb) - Max Horz 1=-33(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 100 lb uplift at joint(s) 1, 7, 2, 6, 9, 10, 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T19970110 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:32 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-D?LuxzK43vUlmx_566qlOxJkYvF9Mh5lgC67fEzQqJ1 Scale = 1:37.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 184x8 4x4 4x8 5x6 3x4 3x4 19-11-0 19-11-0 -1-4-0 1-4-0 9-11-8 9-11-8 19-11-0 9-11-8 21-3-0 1-4-0 0-4-35-0-00-4-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-1], [16:0-4-0,0-2-1], [23:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-S 0.16 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 17 17 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 2=121(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 24, 25, 26, 27, 22, 21, 20, 19 except 28=-105(LC 12), 18=-112(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 16, 23, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 24, 25, 26, 27, 22, 21, 20, 19 except (jt=lb) 28=105, 18=112. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T02 Truss Type Common Qty 7 Ply 1 Job Reference (optional) T19970111 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:34 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-9NTeMeMKbWkT?F8TEXtDTMO?eilBqPd28WbDk6zQqJ? Scale = 1:36.6 1 2 3 4 5 6 7 10 9 84x4 4x6 4x4 4x6 2x4 4x4 2x4 4x4 4-10-0 4-10-0 15-1-0 10-3-0 19-11-0 4-10-0 -1-4-0 1-4-0 4-10-0 4-10-0 9-11-8 5-1-8 15-1-0 5-1-8 19-11-0 4-10-0 21-3-0 1-4-0 0-4-35-3-150-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.50 0.78 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.39 0.03 (loc) 8-10 8-10 6 l/defl >801 >619 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=-82(LC 10) Max Uplift 2=-311(LC 12), 6=-311(LC 13) Max Grav 2=1020(LC 1), 6=1020(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2060/1343, 3-4=-2071/1497, 4-5=-2071/1498, 5-6=-2060/1344 BOT CHORD 2-10=-1067/1799, 8-10=-517/1013, 6-8=-1082/1799 WEBS 4-8=-785/1100, 5-8=-249/302, 4-10=-785/1100, 3-10=-249/302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 100 lb uplift at joint(s) except (jt=lb) 2=311, 6=311. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 2-10=-10, 8-10=-70(F=-60), 6-8=-10 This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T04 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T19970112 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:37 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-Zy8n_gOCuR61sis2vfQw5_0QNwpL1kiVqUptKRzQqIy Scale = 1:87.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 /\ 22 21 20 19 18 15 17 16 33 34 35 36 37 38 39 40 5x6 4x6 5x8 4x6 4x6 4x4 3x4 4x6 4x6 3x4 2x4 4x4 4x8 2x4 5x8 2x4 4x8 6x8 5x8 3x8 3x6 6x8 5x6 4x6 2-0-04-10-0 4-10-0 15-1-0 10-3-0 19-7-8 4-6-8 19-10-8 0-3-0 25-8-11 5-10-3 31-6-5 5-9-11 37-8-0 6-1-11 39-11-0 2-3-0 43-7-8 3-8-8 49-11-0 6-3-8 -1-4-0 1-4-0 4-10-0 4-10-0 10-0-0 5-2-0 15-1-0 5-1-0 19-10-8 4-9-8 25-8-11 5-10-3 31-6-5 5-9-11 37-8-0 6-1-11 39-11-0 2-3-0 43-7-8 3-8-8 49-11-0 6-3-8 51-3-0 1-4-0 0-4-35-4-30-4-32-0-01-11-135-4-36.00 12 4.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [7:0-3-0,Edge], [11:0-6-0,0-2-8], [13:0-3-11,Edge], [18:0-5-8,0-3-0], [22:0-2-12,0-3-12], [23:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.79 0.63 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 1.06 1.01 -0.48 (loc) 19-21 19-21 13 l/defl >340 >360 n/a L/d 240 180 n/a PLATES MT20 Weight: 612 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-23,13-15,15-17: 2x4 SP No.2, 10-17: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. REACTIONS. (size)2=0-3-8, 23=0-3-0, 13=0-3-8 Max Horz 2=-83(LC 25) Max Uplift 2=-1128(LC 5), 23=REL, 13=-1093(LC 4) Max Grav 2=719(LC 15), 23=3852(LC 1), 13=1066(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1433/2493, 3-4=-1455/2564, 4-5=-286/2938, 5-6=0/5760, 6-8=0/5833, 8-9=-2520/5875, 9-10=-2520/5875, 10-11=-2437/4060, 11-12=-1761/2670, 12-13=-4570/5767 BOT CHORD 2-26=-2239/1308, 24-26=-2031/588, 22-23=-3946/35, 6-22=-406/244, 21-22=-6485/490, 19-21=-6485/490, 18-19=-3965/2475, 10-18=-349/938, 13-15=-5306/4226, 15-16=-5304/4220 WEBS 3-26=-254/189, 4-24=-1227/20, 8-22=-4396/1050, 8-21=-215/332, 8-19=0/2727, 9-19=-407/265, 10-19=-2039/428, 16-18=-2665/1822, 11-18=-2897/1567, 11-16=-691/1370, 12-16=-2915/3272, 12-15=-3203/2638, 5-24=0/1917, 5-22=-3431/204, 4-26=-403/1086, 22-24=-2997/402 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1128, 13=1093. 10) "/\" indicates Released bearing: allow for upward movement at joint(s) 23.Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T04 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T19970112 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:37 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-Zy8n_gOCuR61sis2vfQw5_0QNwpL1kiVqUptKRzQqIy NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 141 lb up at 21-7-4, 80 lb down and 141 lb up at 23-7-4, 80 lb down and 141 lb up at 25-7-4, and 80 lb down and 141 lb up at 27-7-4, and 80 lb down and 141 lb up at 29-7-4 on top chord, and 52 lb down and 71 lb up at 21-7-4, 52 lb down and 71 lb up at 23-7-4, 52 lb down and 71 lb up at 25-7-4, 52 lb down and 71 lb up at 27-7-4, and 52 lb down and 71 lb up at 29-7-4, and 773 lb down and 261 lb up at 31-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-11=-54, 11-14=-54, 2-26=-10, 24-26=-70(F=-60), 23-24=-10, 18-22=-10, 15-29=-10, 15-17=-10 Concentrated Loads (lb) Vert: 21=-37(B) 8=-80(B) 19=-773(B) 33=-80(B) 34=-80(B) 35=-80(B) 36=-80(B) 37=-37(B) 38=-37(B) 39=-37(B) 40=-37(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19970113 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:38 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-28i9B0PqflEuUsRETNx9eCYZbJ6tm9ae28ZRsuzQqIx Scale = 1:91.1 1 2 3 4 5 6 7 8 9 10 11 12 1314 27 26 25 2423 /\ 22 21 20 19 18 15 17 16 5x6 3x8 MT20HS 6x12 MT20HS 4x6 4x6 4x10 MT20HS 4x6 3x6 3x6 3x6 3x8 6x12 MT20HS 2x4 4x4 3x8 8x10 3x6 7x8 3x8 3x6 3x4 4x10 MT20HS 5x12 2-0-04-10-04-10-0 15-1-010-3-0 19-7-84-6-8 19-10-80-3-0 25-8-115-10-3 28-10-153-2-5 32-1-43-2-5 37-4-85-3-4 37-8-00-3-8 37-11-0 0-3-0 43-7-85-8-8 49-11-06-3-8 -1-4-01-4-0 4-10-04-10-0 9-11-85-1-8 12-0-02-0-8 15-1-03-1-0 19-10-84-9-8 25-8-115-10-3 32-1-46-4-9 37-4-85-3-4 37-8-00-3-8 37-11-0 0-3-0 43-7-85-8-8 49-11-06-3-8 51-3-01-4-0 0-4-36-4-30-4-32-0-01-10-136-4-36.00 12 4.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0], [6:0-3-8,0-1-8], [11:0-9-0,0-2-0], [18:0-2-8,Edge], [21:0-3-8,0-1-8], [23:Edge,0-3-8], [25:0-5-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.95 0.80 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.82 0.76 -0.44 (loc) 18-19 19 13 l/defl >443 >479 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 311 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 5-8,8-11: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-26,23-26: 2x6 SP No.2, 20-22,18-20: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 12-18, 15-18, 22-25, 6-22 REACTIONS. (size)2=0-3-8, 23=(0-3-0 + bearing block) (req. 0-3-2), 13=0-3-8 Max Horz 2=-97(LC 10) Max Uplift 2=-578(LC 9), 23=REL, 13=-452(LC 8) Max Grav 2=676(LC 23), 23=2645(LC 1), 13=762(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1272/2927, 3-4=-1280/3077, 4-5=-36/2212, 5-6=-30/2434, 6-7=0/3634, 7-9=0/3624, 9-10=-545/3254, 10-11=-911/2556, 11-12=-1089/2799, 12-13=-2936/5380 BOT CHORD 2-27=-2477/1093, 25-27=-1956/330, 22-23=-2728/62, 7-22=-1392/220, 21-22=-3274/0, 19-21=-3242/6, 18-19=-2873/545, 11-18=-953/220, 13-15=-4885/2709 WEBS 9-19=0/1261, 12-15=-1481/904, 3-27=-233/291, 6-25=0/1266, 4-27=-744/1062, 4-25=-575/509, 5-25=-1026/24, 12-18=-1806/2678, 9-21=-1010/74, 10-19=-605/0, 7-21=-37/1939, 15-18=-4754/2634, 22-25=-2193/142, 6-22=-2268/0, 10-18=0/848 NOTES- 1) 2x6 SP No.2 bearing block 12" long at jt. 23 attached to front face with 3 rows of 10d (0.131"x3") nails spaced 3" o.c. 12 Total fasteners. Bearing is assumed to be SP No.2. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=578, 13=452. 10) "/\" indicates Released bearing: allow for upward movement at joint(s) 23. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19970113 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:38 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-28i9B0PqflEuUsRETNx9eCYZbJ6tm9ae28ZRsuzQqIx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-11=-54, 11-14=-54, 2-27=-10, 25-27=-70(F=-60), 23-25=-10, 18-22=-10, 15-30=-10, 16-17=-10, 15-16=-10 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T06 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19970114 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:40 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-_XqwciQ5BMUcjAbdanzdjdeua7nLE5WxWS2YwmzQqIv Scale = 1:92.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 27 26 25 24 /\ 23 22 21 20 19 17 18 4x6 5x6 4x6 5x8 4x10 MT20HS 4x6 4x12 3x12 MT20HS 3x6 4x6 3x4 2x4 4x4 4x12 3x6 5x8 3x6 7x10 6x12 MT20HS 3x8 3x6 7x8 4x6 2x4 4x10 MT20HS2-0-04-10-0 4-10-0 15-1-0 10-3-0 19-7-8 4-6-8 19-10-8 0-3-0 27-9-0 7-10-8 35-11-0 8-2-0 37-8-0 1-9-0 43-7-8 5-11-8 49-11-0 6-3-8 -1-4-0 1-4-0 4-10-0 4-10-0 9-11-8 5-1-8 14-0-0 4-0-8 15-1-0 1-1-0 19-10-8 4-9-8 27-9-0 7-10-8 35-11-0 8-2-0 37-8-0 1-9-0 43-7-8 5-11-8 49-11-0 6-3-8 51-3-0 1-4-0 0-4-37-4-30-4-32-0-01-11-137-4-36.00 12 4.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,0-2-0], [9:0-3-0,Edge], [11:0-6-0,0-2-8], [13:0-5-0,0-3-0], [23:0-5-12,0-1-8], [25:0-4-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.99 0.86 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.88 0.83 -0.55 (loc) 22-23 22-23 15 l/defl >415 >439 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 325 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4,9-11,13-16: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 24-26,2-26: 2x6 SP No.2, 8-24: 2x8 SP 2400F 2.0E 12-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 17-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-1 oc bracing. WEBS 1 Row at midpt 7-24, 11-22, 17-19, 14-19 REACTIONS. (size)24=0-3-0, 2=0-3-8, 15=0-3-8 Max Horz 2=-112(LC 10) Max Uplift 24=REL, 2=-562(LC 12), 15=-437(LC 13) Max Grav 24=2445(LC 1), 2=774(LC 23), 15=843(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1483/2958, 3-5=-1489/3103, 5-6=-182/2220, 6-7=-103/2149, 7-8=0/2316, 8-10=-365/2950, 10-11=-365/2950, 11-12=-1024/2610, 12-14=-1323/2816, 14-15=-3392/5432 BOT CHORD 2-27=-2503/1281, 25-27=-1971/533, 24-25=-1718/145, 23-24=-1351/185, 8-23=-1306/219, 22-23=-2544/0, 20-22=-1917/908, 19-20=-2216/1127, 12-19=-451/352, 15-17=-4932/3133 WEBS 3-27=-228/282, 7-24=-1491/6, 8-22=-51/1768, 11-22=-704/0, 11-20=-630/573, 12-20=-527/710, 17-19=-4821/3057, 14-17=-1497/1040, 5-27=-758/1039, 7-25=0/1121, 5-25=-602/551, 6-25=-937/1, 10-22=-483/388, 14-19=-2000/2699 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 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) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=562, 15=437. 9) "/\" indicates Released bearing: allow for upward movement at joint(s) 24. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T06 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19970114 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:40 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-_XqwciQ5BMUcjAbdanzdjdeua7nLE5WxWS2YwmzQqIv LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-11=-54, 11-16=-54, 2-27=-10, 25-27=-70(F=-60), 24-25=-10, 19-23=-10, 17-30=-10, 17-18=-10 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19970115 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:41 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-SjOIq2RjygcTLKAp8VVsFqA6?X7PzZm4l6n5TDzQqIu Scale = 1:92.7 1 2 3 4 5 6 7 8 9 10 11 12 1314 25 24 23 22 /\ 21 20 19 18 17 15 16 33 34 3x6 5x8 4x6 5x8 3x8 MT20HS 4x6 3x6 6x8 4x10 MT20HS 3x6 4x6 3x4 3x6 2x4 3x6 4x6 2x4 4x8 3x6 3x8 7x8 4x10 MT20HS 6x12 MT20HS 2-0-01-11-138-0-0 8-0-0 16-0-0 8-0-0 19-7-8 3-7-8 19-10-8 0-3-0 26-9-0 6-10-8 33-11-0 7-2-0 37-8-0 3-9-0 43-7-8 5-11-8 49-11-0 6-3-8 -1-4-0 1-4-0 8-0-0 8-0-0 16-0-0 8-0-0 19-10-8 3-10-8 26-9-0 6-10-8 33-11-0 7-2-0 37-8-0 3-9-0 43-7-8 5-11-8 49-11-0 6-3-8 51-3-0 1-4-0 0-4-38-4-30-4-32-0-01-11-138-4-36.00 12 4.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-2-4], [7:0-3-0,Edge], [9:0-6-0,0-2-8], [22:0-1-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.81 0.88 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.80 0.77 -0.56 (loc) 20-21 20-21 13 l/defl >457 >472 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 299 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4,11-14: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 6-22: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 15-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-4-9 oc bracing. WEBS 1 Row at midpt 3-23, 5-22, 9-20, 15-17, 12-17 REACTIONS. (size)2=0-3-8, 22=0-3-0, 13=0-3-8 Max Horz 2=-126(LC 10) Max Uplift 2=-413(LC 12), 22=REL, 13=-413(LC 13) Max Grav 2=572(LC 23), 22=1954(LC 1), 13=910(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-716/2022, 3-5=-84/1698, 5-6=0/1742, 6-8=-397/2250, 8-9=-397/2250, 9-10=-1006/2154, 10-12=-1547/2583, 12-13=-3766/5024 BOT CHORD 2-25=-1640/576, 23-25=-1640/576, 22-23=-1111/55, 21-22=-1260/198, 6-21=-1214/225, 20-21=-1642/0, 18-20=-1480/865, 17-18=-2010/1335, 10-17=-436/424, 13-15=-4553/3481 WEBS 3-25=0/265, 3-23=-672/604, 5-23=-97/439, 5-22=-825/0, 6-20=-147/1365, 8-20=-428/340, 9-20=-622/0, 9-18=-515/571, 10-18=-688/772, 12-15=-1379/1144, 15-17=-4457/3405, 12-17=-2144/2529 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 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, with BCDL = 5.0psf. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=413, 13=413. 9) "/\" indicates Released bearing: allow for upward movement at joint(s) 22. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T08 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19970116 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:43 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-O6V2FjTzUHsBadKCGwXKLFGTBKp_RSZNCQGCX5zQqIs Scale = 1:89.5 1 2 3 4 5 6 7 8 9 10 11 12 13232221 /\ 20 19 18 17 16 15 143132 33 34 6x12 MT20HS 5x8 3x8 MT20HS 4x6 4x10 MT20HS 4x6 3x4 4x6 2x4 4x6 3x8 5x12 9-3-8 9-3-8 17-11-0 8-7-8 18-0-8 0-1-8 24-10-0 6-9-8 31-11-0 7-1-0 37-4-8 5-5-8 43-4-8 6-0-0 49-11-0 6-6-8 -1-4-0 1-4-0 6-4-5 6-4-5 12-2-3 5-9-13 18-0-0 5-9-13 24-10-0 6-10-0 31-11-0 7-1-0 37-4-8 5-5-8 43-4-8 6-0-0 49-11-0 6-6-8 51-3-0 1-4-0 0-4-39-4-30-4-32-0-09-4-36.00 12 Plate Offsets (X,Y)-- [6:0-2-4,0-3-8], [8:0-6-0,0-2-8], [14:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.71 0.80 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.57 0.56 -0.35 (loc) 19-20 19-20 12 l/defl >675 >694 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 297 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-21: 2x6 SP M 26, 9-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. WEBS 1 Row at midpt 5-21, 7-20, 8-19, 14-16 REACTIONS. (size)2=0-3-8, 12=0-3-8, 21=0-3-0 Max Horz 2=141(LC 11) Max Uplift 2=-428(LC 12), 12=-428(LC 13), 21=REL Max Grav 2=567(LC 23), 12=1052(LC 24), 21=1775(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-720/2062, 3-5=-504/1985, 5-6=-4/1710, 6-7=0/1841, 7-8=-662/2015, 8-9=-1216/1997, 9-11=-2035/2636, 11-12=-1815/2059 BOT CHORD 2-23=-1693/606, 21-23=-1381/216, 20-21=-1343/11, 6-20=-499/2, 19-20=-1461/662, 17-19=-1306/1034, 16-17=-2050/1765, 9-16=-547/597, 12-14=-1700/1564 WEBS 3-23=-324/348, 5-23=-192/428, 5-21=-547/520, 7-20=-1246/246, 7-19=0/529, 8-19=-555/30, 8-17=-468/599, 9-17=-922/935, 14-16=-1773/1630, 11-16=-346/220, 11-14=-475/632 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) The Fabrication Tolerance at joint 6 = 8% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=428, 12=428. 10) "/\" indicates Released bearing: allow for upward movement at joint(s) 21. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T09 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T19970117 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:44 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-sI3QS3TbFb?2CnvOpd2ZtTod4kAUAuAXR40l3XzQqIr Scale = 1:88.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14232221 /\ 20 19 18 17 16 153132 33 34 4x6 5x6 5x6 4x6 4x6 3x6 4x6 4x10 MT20HS 5x6 3x4 4x6 3x6 2x4 3x6 4x10 MT20HS 4x8 3x6 5x12 3x6 5x12 3x6 9-3-89-3-8 17-11-08-7-8 18-0-80-1-8 20-0-0 1-11-8 29-11-09-11-0 37-4-87-5-8 43-4-86-0-0 49-11-06-6-8 -1-4-0 1-4-0 6-4-8 6-4-8 12-2-8 5-10-0 18-0-8 5-10-0 20-0-0 1-11-8 24-11-8 4-11-8 29-11-0 4-11-8 37-4-8 7-5-8 43-4-8 6-0-0 49-11-0 6-6-8 51-3-0 1-4-0 0-4-310-4-30-4-32-0-010-4-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-1-12,0-2-0], [7:0-3-0,0-2-0], [9:0-4-0,0-2-8], [11:0-3-0,Edge], [18:0-5-4,0-3-0], [20:0-4-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.82 0.72 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 -0.44 -0.23 (loc) 19-20 18-19 13 l/defl >999 >871 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 319 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-21: 2x8 SP 2400F 2.0E, 10-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEBS 1 Row at midpt 5-21, 8-19, 10-18, 15-17 REACTIONS. (size)2=0-3-8, 13=0-3-8, 21=0-3-0 Max Horz 2=155(LC 11) Max Uplift 2=-442(LC 12), 13=-442(LC 13), 21=REL Max Grav 2=528(LC 23), 13=1022(LC 24), 21=1878(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-634/2086, 3-5=-417/2010, 5-6=0/1723, 6-7=-79/1938, 7-8=-74/1756, 8-9=-785/1761, 9-10=-982/1882, 10-12=-1943/2672, 12-13=-1745/2073 BOT CHORD 2-23=-1715/530, 21-23=-1390/134, 20-21=-1458/14, 6-20=-1431/10, 19-20=-1329/15, 18-19=-1215/460, 17-18=-2110/1708, 10-17=-530/572, 13-15=-1710/1500 WEBS 3-23=-332/353, 5-23=-215/428, 5-21=-525/506, 6-19=0/1144, 7-19=-748/2, 8-19=-956/176, 8-18=-48/629, 9-18=-552/195, 10-18=-1058/1094, 15-17=-1774/1557, 12-17=-375/184, 12-15=-448/631 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 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, with BCDL = 5.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=442, 13=442. 8) "/\" indicates Released bearing: allow for upward movement at joint(s) 21. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T10 Truss Type Piggyback Base Qty 5 Ply 1 Job Reference (optional) T19970118 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:46 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-phBBtlVsmCFmR53nx241yuuzdYrpeqapuOVs8QzQqIp Scale = 1:88.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 /\ 21 20 19 18 17 16 15 31 32 33 34 4x6 5x6 5x6 4x6 4x6 4x6 4x10 MT20HS 4x6 5x6 3x4 4x6 3x6 2x4 4x8 3x8 3x8 3x6 3x10 3x8 5x12 3x6 6-2-8 6-2-8 11-7-8 5-5-0 11-10-8 0-3-0 20-0-0 8-1-8 29-11-0 9-11-0 37-4-8 7-5-8 43-4-8 6-0-0 49-11-0 6-6-8 -1-4-0 1-4-0 6-2-8 6-2-8 11-10-8 5-8-0 15-11-4 4-0-12 20-0-0 4-0-12 24-11-8 4-11-8 29-11-0 4-11-8 37-4-8 7-5-8 43-4-8 6-0-0 49-11-0 6-6-8 51-3-0 1-4-0 0-4-310-4-30-4-32-0-010-4-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [7:0-3-0,0-2-0], [9:0-4-0,0-2-8], [11:0-3-0,Edge], [15:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.82 0.80 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.62 0.59 -0.38 (loc) 20-21 20-21 13 l/defl >743 >782 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 301 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-22: 2x6 SP M 26, 10-16: 2x4 SP No.3 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 3-9-11 oc bracing. WEBS 1 Row at midpt 6-21, 8-20, 10-18, 15-17 REACTIONS. (size)2=0-3-8, 13=0-3-8, 22=0-3-0 Max Horz 2=155(LC 11) Max Uplift 2=-442(LC 12), 13=-442(LC 13), 22=REL Max Grav 2=367(LC 23), 13=1264(LC 1), 22=1753(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-325/2080, 3-5=-33/1934, 5-6=0/2853, 6-7=-1029/1899, 7-8=-881/1757, 8-9=-1374/1763, 9-10=-1632/1865, 10-12=-2752/2672, 12-13=-2276/2073 BOT CHORD 2-23=-1713/237, 22-23=-1713/237, 21-22=-1521/16, 5-21=-230/607, 20-21=-1534/569, 18-20=-1214/1210, 17-18=-2110/2435, 10-17=-527/704, 13-15=-1710/1975 WEBS 3-22=-445/374, 6-21=-1555/0, 6-20=0/697, 7-20=-649/268, 8-20=-687/177, 8-18=-47/355, 9-18=-543/395, 10-18=-1215/1102, 15-17=-1773/2052, 12-17=-375/436, 12-15=-622/631 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 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, with BCDL = 5.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=442, 13=442. 8) "/\" indicates Released bearing: allow for upward movement at joint(s) 22. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T12 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T19970119 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:47 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-HtlZ45WUXWNd3FdzVmbGV5QImyMMNSUz72EPgszQqIo Scale = 1:17.7 1 2 3 4 5 6 7 8 4x8 4x4 4x8 2x4 3x4 3x4 6-3-0 6-3-0 -1-4-0 1-4-0 3-1-8 3-1-8 6-3-0 3-1-8 7-7-0 1-4-0 0-4-31-7-00-4-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-1], [6:0-4-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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 0.16 0.07 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=6-3-0, 6=6-3-0, 8=6-3-0 Max Horz 2=44(LC 12) Max Uplift 2=-102(LC 12), 6=-108(LC 13), 8=-102(LC 12) Max Grav 2=169(LC 23), 6=169(LC 24), 8=236(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 100 lb uplift at joint(s) except (jt=lb) 2=102, 6=108, 8=102.This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T13 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T19970120 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:47 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-HtlZ45WUXWNd3FdzVmbGV5QILyMsNTuz72EPgszQqIo Scale = 1:17.2 1 2 3 4 5 6 3x4 3x4 2x4 4x4 3-1-8 3-1-8 6-3-0 3-1-8 -1-4-0 1-4-0 3-1-8 3-1-8 6-3-0 3-1-8 7-7-0 1-4-0 0-4-31-10-150-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MP 0.18 0.10 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.00 (loc) 6-12 6-12 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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=0-3-8, 4=0-3-8 Max Horz 2=33(LC 11) Max Uplift 2=-114(LC 8), 4=-114(LC 9) Max Grav 2=276(LC 1), 4=276(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-227/457, 3-4=-227/457 BOT CHORD 2-6=-284/172, 4-6=-284/172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; porch 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 100 lb uplift at joint(s) except (jt=lb) 2=114, 4=114. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T14 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T19970121 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:49 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-DGtJVnXk37dKIYnMcAekaWWcml?crLzGaMjWllzQqIm Scale = 1:38.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x4 3x4 4x8 4x8 3x4 5x6 3x4 4x6 3x4 3x4 3x4 6-3-8 6-3-8 12-3-8 6-0-0 12-6-8 0-3-0 15-1-8 2-7-0 18-3-0 3-1-8 -1-4-0 1-4-0 6-3-8 6-3-8 11-1-8 4-10-0 15-1-8 4-0-0 18-3-0 3-1-8 0-4-35-7-00-4-32-0-01-9-56.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-7-13,0-2-14], [2:0-9-2,Edge], [9:0-4-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.32 0.21 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.06 0.00 (loc) 30 30 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-12: 2x4 SP No.3 WEBS 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 6-0-0 oc bracing. REACTIONS.All bearings 12-6-8 except (jt=length) 9=0-7-0. (lb) - Max Horz 2=213(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 14, 15 except 9=-125(LC 8), 2=-109(LC 12), 16=-346(LC 12), 11=-178(LC 13) Max Grav All reactions 250 lb or less at joint(s) 9, 11, 12, 12, 13, 14, 15 except 2=261(LC 23), 16=444(LC 23), 2=261(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-9=-210/424 BOT CHORD 10-11=-372/199, 9-10=-372/199 WEBS 4-16=-306/330, 7-11=-224/433 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 14, 15 except (jt=lb) 9=125, 2=109, 16=346, 11=178, 2=109. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T15 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T19970122 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:50 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-hSRij7YMqRlBwiMYAu9z7k2ip9FsagHPp?T3HBzQqIl Scale = 1:35.5 1 2 3 4 5 6 7 11 10 9 8 4x8 3x4 4x4 5x6 5x6 3x8 MT20HS 4x8 2x4 3x4 2x4 6-3-8 6-3-8 12-3-0 5-11-8 14-11-12 2-8-12 18-3-0 3-3-4 -1-4-0 1-4-0 6-3-8 6-3-8 11-1-8 4-10-0 14-11-12 3-10-4 18-3-0 3-3-4 0-4-35-10-150-4-32-0-01-11-136.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [4:0-4-0,0-1-0], [5:0-4-3,Edge], [10:0-2-14,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.62 0.60 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.41 0.31 (loc) 11 11 7 l/defl >829 >537 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 93 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-10: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS. (size)7=Mechanical, 2=0-3-8 Max Horz 2=140(LC 12) Max Uplift 7=-148(LC 13), 2=-197(LC 12) Max Grav 7=579(LC 1), 2=661(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2329/1628, 3-4=-2285/1745, 4-5=-348/388, 5-6=-812/611, 6-7=-1118/770 BOT CHORD 2-11=-1543/2140, 10-11=-310/546, 9-10=-194/403, 5-9=-247/456, 8-9=-636/976, 7-8=-636/976 WEBS 3-11=-249/304, 4-11=-1399/1838, 4-10=-452/252, 6-9=-349/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=148, 2=197. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T16 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T19970123 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:50 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-hSRij7YMqRlBwiMYAu9z7k2jV9HfaqDPp?T3HBzQqIl Scale = 1:20.7 1 2 367 3x8 2x4 2x4 HTU26 HTU26 6-0-0 6-0-0 6-0-0 6-0-0 0-4-33-4-36.00 12 Plate Offsets (X,Y)-- [1:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MP 0.57 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.18 0.00 (loc) 3-5 3-5 3 l/defl >627 >395 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 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=0-3-8, 3=Mechanical Max Horz 1=106(LC 8) Max Uplift 1=-184(LC 8), 3=-252(LC 8) Max Grav 1=730(LC 1), 3=783(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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 100 lb uplift at joint(s) except (jt=lb) 1=184, 3=252. 6) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-10 Concentrated Loads (lb) Vert: 6=-569(B) 7=-569(B) This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T17 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T19970124 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:53 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-516qL8aF7M7mnA57r0iglMgC_MEcn1ErVzhkuWzQqIi Scale = 1:86.4 1 2 30 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 8x10 3x6 5x8 6x8 4x6 4x6 4x6 6x8 5x6 2x4 4x8 2x4 3x8 2x4 2x4 5x8 3x6 3x6 3x6 2x4 4x4 4x6 4-3-8 4-3-8 10-0-0 5-8-8 15-4-2 5-4-2 20-8-4 5-4-2 26-0-6 5-4-2 31-4-8 5-4-2 31-7-0 0-2-8 35-7-12 4-0-12 39-11-0 4-3-4 44-7-12 4-8-12 49-11-0 5-3-4 4-3-8 4-3-8 10-0-0 5-8-8 15-4-2 5-4-2 20-8-4 5-4-2 26-0-6 5-4-2 31-4-8 5-4-2 35-7-12 4-3-4 39-11-0 4-3-4 44-7-12 4-8-12 49-11-0 5-3-4 51-3-0 1-4-0 0-8-25-4-30-4-32-0-05-4-36.00 12 Plate Offsets (X,Y)-- [2:4-1-5,1-8-0], [2:0-1-8,Edge], [3:0-8-0,0-2-8], [10:0-6-0,0-2-8], [15:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.62 0.79 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.62 -0.69 0.24 (loc) 23-26 23-26 12 l/defl >604 >549 n/a L/d 240 180 n/a PLATES MT20 Weight: 647 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 *Except* 2-21: 2x6 SP M 26, 8-17: 2x4 SP No.1, 18-21: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E LBR SCAB 1-3 2x8 SP 2400F 2.0E one side BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 17=0-5-0, 12=0-3-8 Max Horz 1=-86(LC 13) Max Uplift 1=-1110(LC 4), 17=-1787(LC 4), 12=-153(LC 9) Max Grav 1=1738(LC 19), 17=2741(LC 1), 12=559(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-764/542, 2-3=-4624/3361, 3-4=-4676/3601, 4-5=-4676/3601, 5-7=-2212/1864, 7-8=-2212/1864, 8-9=-315/528, 9-10=-325/123, 10-11=-546/98, 11-12=-856/181 BOT CHORD 2-23=-3190/4444, 22-23=-3222/4487, 20-22=-3190/4141, 19-20=-3190/4141, 18-19=-679/477, 17-18=-2193/1662, 8-18=-2002/1494, 16-17=-123/312, 15-16=0/432, 14-15=-85/729, 12-14=-85/729 WEBS 3-23=-642/870, 3-22=-437/364, 4-22=-498/345, 5-22=-380/615, 5-20=-256/366, 5-19=-2211/1643, 7-19=-495/345, 8-19=-2538/3274, 9-17=-767/260, 9-16=-148/455, 10-16=-430/153, 11-15=-385/195 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) Attached 11-4-0 scab 1 to 3, back face(s) 2x8 SP 2400F 2.0E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 4-2-8 from end at joint 1, nail 4 row(s) at 4" o.c. for 3-0-5; starting at 8-0-12 from end at joint 1, nail 2 row(s) at 4" o.c. for 3-2-7. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T17 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T19970124 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:53 2020 Page 2 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-516qL8aF7M7mnA57r0iglMgC_MEcn1ErVzhkuWzQqIi NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1110, 17=1787, 12=153. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 40 lb up at 8-0-12, 99 lb down and 102 lb up at 10-0-0, 80 lb down and 102 lb up at 12-0-12, 80 lb down and 102 lb up at 14-0-12, 80 lb down and 102 lb up at 16-0-12, 80 lb down and 102 lb up at 18-0-12, 80 lb down and 102 lb up at 20-0-12, 80 lb down and 102 lb up at 22-0-12, 80 lb down and 102 lb up at 24-0-12, 80 lb down and 102 lb up at 26-0-12, and 80 lb down and 102 lb up at 28-0-12, and 80 lb down and 102 lb up at 30-0-12 on top chord, and 307 lb down and 170 lb up at 6-0-12, 119 lb down and 93 lb up at 8-0-12, 52 lb down and 51 lb up at 10-0-12, 52 lb down and 51 lb up at 12-0-12, 52 lb down and 51 lb up at 14-0-12, 52 lb down and 51 lb up at 16-0-12, 52 lb down and 51 lb up at 18-0-12, 52 lb down and 51 lb up at 20-0-12, 52 lb down and 51 lb up at 22-0-12, 52 lb down and 51 lb up at 24-0-12, 52 lb down and 51 lb up at 26-0-12, and 52 lb down and 51 lb up at 28-0-12, and 52 lb down and 51 lb up at 30-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-25=-65, 3-25=-54, 3-10=-54, 10-13=-54, 18-24=-10, 17-27=-10 Concentrated Loads (lb) Vert: 3=-80(F) 6=-80(F) 21=-37(F) 23=-37(F) 7=-80(F) 19=-37(F) 32=-80(F) 33=-80(F) 34=-80(F) 35=-80(F) 36=-80(F) 37=-80(F) 38=-80(F) 39=-80(F) 40=-307(F) 41=-119(F) 42=-37(F) 43=-37(F) 44=-37(F) 45=-37(F) 46=-37(F) 47=-37(F) 48=-37(F) 49=-37(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T18 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19970125 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:54 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-aDgCYUbtufFdPKgJPkEvHaDK?mg?WVD?kdRHQyzQqIh Scale = 1:88.0 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 1 27 8x10 3x6 5x8 5x8 4x6 3x6 4x6 6x8 3x6 2x4 6x8 2x4 3x6 3x6 3x6 3x6 2x4 3x4 4x6 4-3-8 4-3-8 12-0-0 7-8-8 15-10-4 3-10-4 23-8-4 7-10-0 31-4-8 7-8-4 31-7-0 0-2-8 37-11-0 6-4-0 43-7-12 5-8-12 49-11-0 6-3-4 4-3-8 4-3-8 12-0-0 7-8-8 15-10-4 3-10-4 23-8-4 7-10-0 31-4-8 7-8-4 37-11-0 6-6-8 43-7-12 5-8-12 49-11-0 6-3-4 51-3-0 1-4-0 0-4-36-4-30-4-32-0-06-4-36.00 12 Plate Offsets (X,Y)-- [2:4-2-2,1-8-4], [2:0-7-4,0-0-0], [3:0-8-0,0-2-8], [8:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.80 0.39 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.17 0.06 (loc) 20-23 20-23 19 l/defl >937 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 263 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 *Except* 7-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. WEBS 1 Row at midpt 5-19, 7-17, 8-15 REACTIONS.All bearings 0-3-8 except (jt=length) 15=0-5-0. (lb) - Max Horz 1=-101(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1 except 15=-410(LC 8), 19=-798(LC 9), 10=-385(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1 except 15=985(LC 24), 19=1615(LC 23), 10=646(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-584/708, 3-4=-1145/1157, 4-5=-1145/1157, 7-8=-105/407, 8-9=-495/906, 9-10=-936/1428 BOT CHORD 2-20=-539/756, 19-20=-537/747, 17-19=-100/475, 15-16=-579/148, 7-16=-542/167, 14-15=-489/380, 12-14=-1144/784, 10-12=-1144/784 WEBS 3-20=-270/153, 3-19=-900/1145, 4-19=-361/288, 5-19=-1202/1184, 7-17=-90/517, 8-15=-553/678, 8-14=-620/347, 9-14=-467/761, 9-12=-264/187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; porch 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 = 5.0psf. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 15=410, 19=798, 10=385. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T19 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19970126 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:56 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-WcozzAd7QHVLedpiW9GNM?IhYaLI_NQIBxwOVrzQqIf Scale = 1:88.0 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 1 8x10 3x6 5x8 3x6 5x8 4x6 3x6 4x6 6x8 3x6 4x6 2x4 3x6 6x8 3x8 2x4 3x6 3x6 2x4 3x4 4x6 4-3-8 4-3-8 9-8-0 5-4-8 14-0-0 4-4-0 15-10-4 1-10-4 23-8-14 7-10-10 31-4-8 7-7-10 31-7-0 0-2-8 35-11-0 4-4-0 42-7-12 6-8-12 49-11-0 7-3-4 4-3-8 4-3-8 9-8-0 5-4-8 14-0-0 4-4-0 15-10-4 1-10-4 23-8-14 7-10-10 31-4-8 7-7-10 35-11-0 4-6-8 42-7-12 6-8-12 49-11-0 7-3-4 51-3-0 1-4-0 0-4-37-4-30-4-32-0-07-4-36.00 12 Plate Offsets (X,Y)-- [2:4-1-14,1-8-4], [2:0-7-4,0-0-0], [4:0-8-0,0-2-8], [9:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.73 0.40 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 0.15 -0.03 (loc) 14-28 14-28 21 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 283 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 *Except* 8-17: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-12 oc bracing. WEBS 1 Row at midpt 5-19, 9-17 REACTIONS.All bearings 0-3-8 except (jt=length) 17=0-5-0. (lb) - Max Horz 1=-115(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 1=-110(LC 8), 17=-401(LC 8), 21=-754(LC 9), 12=-388(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1 except 17=1014(LC 24), 21=1575(LC 23), 12=648(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-167/424, 3-4=-780/870, 4-5=-747/867, 8-9=-123/432, 9-11=-370/768, 11-12=-906/1415 BOT CHORD 2-22=-281/327, 21-22=-281/327, 19-21=-818/1143, 17-18=-554/135, 8-18=-516/151, 16-17=-313/253, 14-16=-1115/749, 12-14=-1115/749 WEBS 3-22=-253/152, 5-21=-917/833, 5-19=-932/961, 6-19=-442/368, 8-19=-56/378, 9-17=-528/656, 9-16=-672/364, 11-16=-570/925, 11-14=-330/233, 3-21=-517/832, 4-21=-387/365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; porch 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 1, 401 lb uplift at joint 17, 754 lb uplift at joint 21 and 388 lb uplift at joint 12. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T20 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19970127 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:57 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-_oMLBWdlBadCGnOu4sncvCrsK_fujqfRQbfx1HzQqIe Scale = 1:88.0 1 2 30 3 4 5 6 7 8 9 10 11 12 13 22 21 /\20 19 18 17 16 15 14 31 32 33 34 8x10 5x6 3x6 5x6 3x8 MT20HS 5x8 4x6 3x6 4x6 3x4 4x6 3x10 3x6 3x6 3x6 3x8 5x12 3x6 5x6 3x6 2x4 4-3-8 4-3-8 10-1-12 5-10-4 15-10-4 5-8-8 16-0-0 0-1-12 24-11-8 8-11-8 33-11-0 8-11-8 37-4-8 3-5-8 43-4-4 5-11-12 49-11-0 6-6-12 -1-4-0 1-4-0 4-3-8 4-3-8 10-1-12 5-10-4 16-0-0 5-10-4 21-11-11 5-11-11 27-11-5 5-11-11 33-11-0 5-11-11 37-4-8 3-5-8 43-4-4 5-11-12 49-11-0 6-6-12 51-3-0 1-4-0 0-8-68-4-30-4-32-0-08-4-36.00 12 Plate Offsets (X,Y)-- [2:4-1-12,1-8-4], [2:0-7-8,0-0-0], [4:0-3-0,0-2-0], [8:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.73 0.57 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.47 0.47 -0.32 (loc) 19-21 22-25 12 l/defl >856 >411 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 316 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E LBR SCAB 1-3 2x8 SP 2400F 2.0E one side BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-4-14 oc bracing. WEBS 1 Row at midpt 5-21, 14-16 REACTIONS. (size)12=0-3-8, 21=0-3-8, 1=0-3-8 Max Horz 1=-130(LC 10) Max Uplift 12=-412(LC 13), 21=REL, 1=-375(LC 12) Max Grav 12=1034(LC 24), 21=2192(LC 1), 1=167(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-126/543, 2-3=0/2747, 3-4=0/2114, 4-5=0/1970, 5-7=-655/2201, 7-8=-1184/1975, 8-9=-1363/2145, 9-11=-1936/2562, 11-12=-1775/2039 BOT CHORD 2-22=-2456/0, 21-22=-2456/0, 19-21=-1716/312, 17-19=-1721/941, 16-17=-1968/1662, 9-16=-520/541, 12-14=-1682/1530 WEBS 4-21=-809/0, 5-21=-1511/350, 5-19=-21/844, 7-19=-738/84, 7-17=0/444, 8-17=-764/358, 9-17=-734/765, 11-16=-293/145, 11-14=-446/610, 3-21=-522/1115, 14-16=-1752/1584 NOTES- 1) Attached 11-4-0 scab 1 to 3, back face(s) 2x8 SP 2400F 2.0E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 4-3-0 from end at joint 1, nail 2 row(s) at 4" o.c. for 2-7-4; starting at 9-3-2 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 12 and 375 lb uplift at joint 1. 10) "/\" indicates Released bearing: allow for upward movement at joint(s) 21. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T21 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19970128 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:37:59 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-wBT5bCf0iCtwV5YHCHp4_dwC0nMSBh?ktv825AzQqIc Scale = 1:88.0 1 2 29 3 4 5 6 7 8 9 10 11 12 21 20 /\19 18 17 16 15 14 13 30 31 32 8x10 5x6 5x8 4x6 5x8 4x6 3x6 4x6 3x4 4x6 4x8 2x4 3x6 5x12 3x6 5x6 3x6 2x4 2x4 3x10 4-3-8 4-3-8 10-1-12 5-10-4 15-10-4 5-8-8 24-9-12 8-11-8 31-11-0 7-1-4 37-4-8 5-5-8 43-4-4 5-11-12 49-11-0 6-6-12 -1-4-0 1-4-0 4-3-8 4-3-8 10-1-12 5-10-4 15-10-4 5-8-8 18-0-0 2-1-12 24-9-12 6-9-12 31-11-0 7-1-4 37-4-8 5-5-8 43-4-4 5-11-12 49-11-0 6-6-12 51-3-0 1-4-0 0-8-69-4-30-4-32-0-09-4-36.00 12 Plate Offsets (X,Y)-- [2:4-2-0,1-8-4], [2:0-7-8,0-0-0], [5:0-3-0,0-2-0], [7:0-6-0,0-2-8], [9:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.71 0.50 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.47 0.46 -0.32 (loc) 21-24 21-24 11 l/defl >403 >407 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 *Except* 1-3: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E LBR SCAB 1-3 2x8 SP 2400F 2.0E one side BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-4-9 oc bracing. WEBS 1 Row at midpt 7-18, 5-20, 13-15 REACTIONS. (size)11=0-3-8, 1=0-3-8, 20=0-3-8 Max Horz 1=-144(LC 10) Max Uplift 11=-427(LC 13), 1=-390(LC 12), 20=REL Max Grav 11=1057(LC 24), 1=188(LC 23), 20=2147(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-143/547, 2-3=0/2773, 3-4=0/2168, 4-5=0/2292, 5-6=-675/2004, 6-7=-675/2004, 7-8=-1231/1995, 8-10=-2021/2594, 10-11=-1826/2055 BOT CHORD 2-21=-2480/0, 20-21=-2481/0, 18-20=-1298/34, 16-18=-1304/1048, 15-16=-2012/1754, 8-15=-503/568, 11-13=-1695/1574 WEBS 5-18=-220/1318, 6-18=-439/354, 7-18=-617/35, 7-16=-479/582, 8-16=-891/891, 10-15=-312/182, 10-13=-462/612, 4-20=-229/256, 3-20=-506/1091, 5-20=-1693/10, 13-15=-1759/1633 NOTES- 1) Attached 11-4-0 scab 1 to 3, back face(s) 2x8 SP 2400F 2.0E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 4-3-0 from end at joint 1, nail 2 row(s) at 4" o.c. for 2-7-4; starting at 9-3-2 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 427 lb uplift at joint 11 and 390 lb uplift at joint 1. 9) "/\" indicates Released bearing: allow for upward movement at joint(s) 20. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T22 Truss Type Hip Qty 5 Ply 1 Job Reference (optional) T19970129 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:38:00 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-ON1UpXgeTV0n7F7Tl_KJXrTM4BeLw9ut6ZubeczQqIb Scale = 1:87.5 1 2 29 3 4 5 6 7 8 9 10 11 12 21 20 /\19 18 17 16 15 14 13 30 31 8x10 5x6 5x6 4x6 5x8 4x6 3x6 5x6 3x4 4x6 2x4 3x6 4x6 4x8 3x6 3x8 5x12 3x6 5x6 4x6 4-3-8 4-3-8 10-1-12 5-10-4 15-10-4 5-8-8 20-0-0 4-1-12 29-11-0 9-11-0 37-4-8 7-5-8 43-4-8 6-0-0 49-11-0 6-6-8 4-3-8 4-3-8 10-1-12 5-10-4 15-10-4 5-8-8 20-0-0 4-1-12 24-11-8 4-11-8 29-11-0 4-11-8 37-4-8 7-5-8 43-4-8 6-0-0 49-11-0 6-6-8 51-3-0 1-4-0 0-8-610-4-30-4-32-0-010-4-36.00 12 Plate Offsets (X,Y)-- [2:4-1-12,1-8-4], [2:0-7-12,0-0-0], [5:0-3-0,0-2-0], [7:0-4-0,0-2-8], [9:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.82 0.72 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.47 0.47 -0.32 (loc) 21-24 21-24 11 l/defl >397 >401 n/a L/d 240 180 n/a PLATES MT20 Weight: 330 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E LBR SCAB 1-3 2x8 SP 2400F 2.0E one side BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-4-6 oc bracing. WEBS 1 Row at midpt 4-20, 6-18, 8-17, 13-15 REACTIONS. (size)11=0-3-8, 20=0-3-8, 1=0-3-8 Max Horz 1=-159(LC 10) Max Uplift 11=-441(LC 13), 20=REL, 1=-404(LC 12) Max Grav 11=1056(LC 24), 20=2125(LC 1), 1=209(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-155/550, 2-3=0/2794, 3-4=0/2199, 4-5=-159/1894, 5-6=-129/1749, 6-7=-853/1759, 7-8=-1054/1860, 8-10=-2023/2628, 10-11=-1819/2070 BOT CHORD 2-21=-2499/1, 20-21=-2500/4, 18-20=-1543/0, 17-18=-1208/565, 15-17=-2071/1781, 8-15=-491/562, 11-13=-1707/1567 WEBS 3-20=-531/1078, 4-20=-1853/11, 4-18=0/1422, 5-18=-657/14, 6-18=-963/176, 6-17=-47/629, 7-17=-541/181, 8-17=-1059/1063, 10-15=-338/187, 10-13=-454/609, 13-15=-1759/1618 NOTES- 1) Attached 11-4-0 scab 1 to 3, back face(s) 2x8 SP 2400F 2.0E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 4-3-1 from end at joint 1, nail 2 row(s) at 4" o.c. for 2-7-4; starting at 9-3-2 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 441 lb uplift at joint 11 and 404 lb uplift at joint 1. 9) "/\" indicates Released bearing: allow for upward movement at joint(s) 20. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T23 Truss Type PIGGYBACK BASE Qty 2 Ply 1 Job Reference (optional) T19970130 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:38:02 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-Lm9EEDhu?7GUMYHstPNocGYiY?IMO2sAatNiiVzQqIZ Scale = 1:88.5 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 /\ 20 19 18 17 16 15 14 30 31 3x6 5x6 5x6 4x6 4x6 5x8 4x10 MT20HS 3x6 5x6 3x4 4x6 3x6 2x4 3x6 5x6 4x8 3x6 3x8 3x8 5x12 3x6 8-4-8 8-4-8 15-8-8 7-4-0 15-11-8 0-3-0 20-0-0 4-0-8 29-11-0 9-11-0 37-4-8 7-5-8 43-4-8 6-0-0 49-11-0 6-6-8 -1-4-0 1-4-0 5-9-3 5-9-3 10-11-13 5-2-11 15-11-8 4-11-11 20-0-0 4-0-8 24-11-8 4-11-8 29-11-0 4-11-8 37-4-8 7-5-8 43-4-8 6-0-0 49-11-0 6-6-8 0-4-310-4-30-4-32-0-010-4-36.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-0], [9:0-4-0,0-2-8], [11:0-3-0,Edge], [14:0-3-8,0-1-8], [20:0-5-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.82 0.81 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.58 0.58 -0.37 (loc) 19-20 19-20 13 l/defl >707 >708 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 304 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-21: 2x6 SP M 26, 10-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-4 oc bracing. WEBS 1 Row at midpt 8-19, 10-17, 14-16 REACTIONS. (size)2=0-3-8, 13=0-3-8, 21=0-3-0 Max Horz 2=158(LC 9) Max Uplift 2=-442(LC 12), 13=-413(LC 13), 21=REL Max Grav 2=503(LC 23), 13=1038(LC 1), 21=1772(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-610/2096, 3-5=-417/2032, 5-6=-16/1813, 6-7=-437/1927, 7-8=-350/1774, 8-9=-1006/1778, 9-10=-1223/1881, 10-12=-2264/2706, 12-13=-1966/2093 BOT CHORD 2-22=-1781/512, 21-22=-1506/157, 20-21=-1401/9, 6-20=-1376/19, 19-20=-1591/2, 17-19=-1266/750, 16-17=-2175/1996, 10-16=-546/631, 13-14=-1765/1701 WEBS 3-22=-298/306, 5-22=-154/384, 5-21=-459/464, 6-19=0/1046, 7-19=-684/68, 8-19=-833/175, 8-17=-46/499, 9-17=-550/276, 10-17=-1132/1121, 14-16=-1832/1767, 12-16=-385/270, 12-14=-515/644 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 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, with BCDL = 5.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 442 lb uplift at joint 2 and 413 lb uplift at joint 13. 8) "/\" indicates Released bearing: allow for upward movement at joint(s) 21. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T25 Truss Type GABLE COMMON Qty 1 Ply 1 Job Reference (optional) T19970131 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:38:03 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-pyjcRZiWmQOL_is2R7u19T51jOpC7ihKoX6GExzQqIY Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 2423 22 21 20 19 18 174x8 3x4 3x6 3x4 18-3-8 18-3-8 -1-4-0 1-4-0 4-0-0 4-0-0 18-3-8 14-3-8 0-4-32-0-46.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-1], [5:0-2-0,0-2-8], [24:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-S 0.16 0.07 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 1 17 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-3-8. (lb) - Max Horz 2=120(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28 except 2=-103(LC 12), 29=-123(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28 except (jt=lb) 2=103, 29=123. This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T26 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T19970132 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:38:04 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-H9H_fvj8XkWCcsRE_qPGhhd8Ho5os1GT1BspnNzQqIX Scale = 1:33.6 1 2 3 4 5 9 8 7 6 4x8 2x4 3x4 3x6 2x4 2x4 3x8 4x4 6-0-0 6-0-0 12-3-4 6-3-4 18-6-8 6-3-4 -1-4-0 1-4-0 6-0-0 6-0-0 12-3-4 6-3-4 18-6-8 6-3-4 0-4-33-4-36.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.42 0.36 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.08 0.02 (loc) 9-12 9-12 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 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 5-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-11 oc bracing. REACTIONS. (size)6=0-5-0, 2=0-3-8 Max Horz 2=141(LC 11) Max Uplift 6=-201(LC 9), 2=-171(LC 12) Max Grav 6=586(LC 1), 2=667(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-973/575, 3-4=-856/597, 4-5=-856/597, 5-6=-554/392 BOT CHORD 2-9=-639/812, 7-9=-639/816 WEBS 4-7=-387/314, 5-7=-617/925 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; end vertical 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 100 lb uplift at joint(s) except (jt=lb) 6=201, 2=171.This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T27 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T19970133 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:38:05 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-lLrMsFkmI2e3D0?QYXwVEuAEwCLYbU3cGrbMJpzQqIW Scale = 1:33.6 1 2 3 4 5 8 7 6 4x6 2x4 4x4 3x6 3x4 3x4 5x6 8-0-0 8-0-0 18-6-8 10-6-8 -1-4-0 1-4-0 8-0-0 8-0-0 13-3-4 5-3-4 18-6-8 5-3-4 0-4-34-4-36.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.75 0.71 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.41 0.02 (loc) 6-8 6-8 6 l/defl >781 >533 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 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 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-8 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-5-0 Max Horz 2=183(LC 11) Max Uplift 2=-185(LC 12), 6=-202(LC 9) Max Grav 2=667(LC 1), 6=586(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-888/506, 3-4=-713/542 BOT CHORD 2-8=-596/712, 6-8=-476/554 WEBS 4-8=-147/263, 4-6=-684/541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; end vertical 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 100 lb uplift at joint(s) except (jt=lb) 2=185, 6=202.This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T28 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T19970134 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:38:06 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-DXOl3bkP3LmwrAad6FRkm6jTgcpFK1umUVLwrGzQqIV Scale = 1:14.2 1 2 3 4 6 5 10 11 4x8 2x4 4x4 2x4 2x4 2-0-0 2-0-0 6-0-0 4-0-0 -1-4-0 1-4-0 2-0-0 2-0-0 6-0-0 4-0-0 0-4-31-4-36.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4], [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MP 0.50 0.24 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8 Max Horz 2=57(LC 27) Max Uplift 5=-242(LC 5), 2=-236(LC 5) Max Grav 5=317(LC 1), 2=399(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-529/400 BOT CHORD 2-6=-362/450, 5-6=-374/462 WEBS 3-5=-479/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); porch 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=242, 2=236. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 122 lb up at 2-0-0, and 93 lb down and 122 lb up at 4-0-12 on top chord, and 40 lb down and 44 lb up at 2-0-12, and 40 lb down and 44 lb up at 4-0-12 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). 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, 5-7=-10 Concentrated Loads (lb) Vert: 3=-93(B) 6=-40(B) 10=-93(B) 11=-40(B) This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2295482 Truss T29 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T19970135 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Apr 14 10:38:07 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:zju42tw2FM7jvAVPAbcsl?yGyPk-hky7Hxl1qfunTK9pgyyzJJFei05D3UDvj94TNizQqIU Scale: 3/8"=1' 1 2 3 4 5 6 8 7 15 16 17 18 4x8 4x6 3x4 3x4 2x4 3x4 NAILED NAILED NAILED NAILED Special NAILED NAILED Special 6-0-0 6-0-0 9-3-0 3-3-0 15-3-0 6-0-0 -1-4-0 1-4-0 6-0-0 6-0-0 9-3-0 3-3-0 15-3-0 6-0-0 16-7-0 1-4-0 0-4-33-4-30-4-33-4-36.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 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-MS 0.48 0.51 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.09 0.03 (loc) 7-8 8-11 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 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 4-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-3-8 Max Horz 2=-54(LC 25) Max Uplift 2=-612(LC 8), 5=-612(LC 9) Max Grav 2=956(LC 1), 5=956(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1601/1172, 3-4=-1387/1095, 4-5=-1602/1173 BOT CHORD 2-8=-1007/1371, 7-8=-1016/1386, 5-7=-980/1372 WEBS 3-8=-189/374, 4-7=-197/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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 100 lb uplift at joint(s) except (jt=lb) 2=612, 5=612. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 135 lb up at 6-0-0, and 210 lb down and 135 lb up at 9-3-0 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). 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, 9-12=-10 Concentrated Loads (lb) Vert: 3=-65(B) 4=-65(B) 8=-210(B) 7=-210(B) 15=-80(B) 16=-80(B) 17=-37(B) 18=-37(B) This item has been electronically signed and sealed by Velez, Joaquin, PEusing a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 14,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths