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Home My WebLink AboutAPPROVED, Truss Cutsheets - Windsor6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: M11392 - THE WINDSOR Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 165 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 15 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: Wynne Development Project Name: The Windsor Model: The Windsor Subdivision: . Address: Unknown, . State: FLCity: . Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: March 10,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T23153793 A Date 3/10/212T23153794A13/10/213T23153795A23/10/214T23153796A33/10/215T23153797A43/10/216T23153798A53/10/217T23153799ATA3/10/218T23153800B3/10/219T23153801BHA3/10/2110T23153802GRA3/10/2111T23153803J13/10/2112T23153804J33/10/2113T23153805J53/10/2114T23153806J73/10/21 No.Seal#Truss Name 15 T23153807 KJ7 Date 3/10/21 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss A Truss Type HIP Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T23153793 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:41 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-RNpJYZqOuyd7CnHAqjpIiLqj1qsoNIRa1gd7ZEzcMfa Scale = 1:60.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 26 27 28 29 30 31 32 33 34 5x8 3x6 5x8 3x5 3x6 5x10 5x8 3x6 3x8 9-0-0 9-0-0 14-11-0 5-11-0 20-2-13 5-3-13 26-0-0 5-9-3 35-0-0 9-0-0 -1-0-0 1-0-0 6-10-14 6-10-14 9-0-0 2-1-2 14-11-0 5-11-0 20-2-13 5-3-13 26-0-0 5-9-3 28-1-2 2-1-2 35-0-0 6-10-14 36-0-0 1-0-0 0-3-153-3-150-3-153-3-154.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-1-6,Edge], [4:0-5-4,0-2-8], [7:0-3-8,0-2-8], [8:0-5-4,0-2-8], [10:0-7-2,Edge], [11:0-2-2,0-1-8], [15:0-1-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.93 0.96 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.71 0.66 -0.04 (loc) 12-25 12-25 10 l/defl >338 >366 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 15=0-8-0, 10=0-8-0 Max Horz 2=-97(LC 10) Max Uplift 2=-235(LC 12), 15=-1439(LC 12), 10=-799(LC 12) Max Grav 2=467(LC 17), 15=1596(LC 1), 10=685(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-639/104, 3-4=-396/0, 4-5=-1456/776, 5-7=-1456/776, 7-8=-454/1468, 8-9=-1009/2875, 9-10=-1265/3232 BOT CHORD 2-17=0/652, 15-17=0/600, 14-15=-1206/454, 12-14=-2506/938, 10-12=-2996/1174 WEBS 3-17=-372/523, 4-17=-304/451, 4-15=-1087/1266, 5-15=-336/444, 7-14=-1266/399, 8-14=-580/1559, 8-12=-1577/447, 9-12=-358/789, 7-15=-1329/3367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-11-6, Interior(1) 13-11-6 to 26-0-0, Exterior(2R) 26-0-0 to 30-11-6, Interior(1) 30-11-6 to 36-0-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 lb uplift at joint 2, 1439 lb uplift at joint 15 and 799 lb uplift at joint 10. 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. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss A1 Truss Type SPECIAL Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T23153794 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-vZNhlvr0eFl_qxsNOQKXFZMwiECo6oEkFKMg5gzcMfZ Scale = 1:65.2 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 26 273x4 5x6 5x8 MT18HS 3x4 3x6 7x8 MT18HS 4x10 3x5 3x4 5x8 MT18HS 3x4 3x4 3x4 10-0-0 10-0-0 14-9-0 4-9-0 24-6-8 9-9-8 35-0-0 10-5-8 -1-0-0 1-0-0 8-6-0 8-6-0 11-0-0 2-6-0 14-9-0 3-9-0 19-8-14 4-11-14 24-0-0 4-3-2 27-4-7 3-4-7 35-0-0 7-7-9 36-0-0 1-0-0 0-3-153-11-150-3-151-7-93-11-154.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-0-2,Edge], [7:0-4-0,0-2-3], [9:0-2-10,Edge], [10:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.91 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.75 -1.21 0.35 (loc) 11-12 11-12 9 l/defl >563 >348 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 158 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-117(LC 10) Max Uplift 2=-825(LC 12), 9=-825(LC 12) Max Grav 2=1349(LC 1), 9=1349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3209/2700, 3-4=-3006/2595, 4-5=-3022/2654, 5-6=-3022/2654, 6-7=-4643/3878, 7-8=-5324/4342, 8-9=-5751/4808 BOT CHORD 2-13=-2422/3007, 12-13=-2033/2657, 11-12=-3100/3908, 9-11=-4483/5478 WEBS 3-13=-425/544, 4-13=-479/571, 4-12=-446/617, 5-12=-269/348, 6-12=-1034/903, 6-11=-567/892, 7-11=-1144/1523, 8-11=-404/575 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(2R) 11-0-0 to 14-9-0, Interior(1) 14-9-0 to 24-0-0, Exterior(2R) 24-0-0 to 27-7-10, Interior(1) 27-7-10 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) 9 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 825 lb uplift at joint 2 and 825 lb uplift at joint 9. 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. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss A2 Truss Type SPECIAL Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T23153795 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:43 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-Nlx3yFsePZtrS5RZy7rmnmv5YdXOrE4tU_6Ed6zcMfY Scale = 1:65.2 1 2 3 4 5 6 7 8 9 13 12 11 10 22 23 24 25 26 27 28 293x4 5x6 5x8 MT18HS 3x4 3x6 7x8 MT18HS 4x10 3x4 3x4 5x8 3x4 3x4 3x4 10-0-0 10-0-0 14-9-0 4-9-0 22-0-0 7-3-0 24-6-8 2-6-8 35-0-0 10-5-8 -1-0-0 1-0-0 8-6-0 8-6-0 13-0-0 4-6-0 14-9-0 1-9-0 22-0-0 7-3-0 27-4-7 5-4-7 35-0-0 7-7-9 36-0-0 1-0-0 0-3-154-7-150-3-151-7-94-7-154.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-0-6,Edge], [6:0-4-0,0-2-3], [8:0-2-10,Edge], [9:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.95 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.72 -0.94 0.34 (loc) 10 10-21 8 l/defl >585 >447 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=136(LC 11) Max Uplift 2=-825(LC 12), 8=-825(LC 12) Max Grav 2=1349(LC 1), 8=1349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3211/2702, 3-4=-3017/2615, 4-5=-2580/2349, 5-6=-3379/2931, 6-7=-5242/4283, 7-8=-5759/4831 BOT CHORD 2-13=-2425/3008, 12-13=-1849/2418, 11-12=-2023/2629, 10-11=-2630/3441, 8-10=-4507/5485 WEBS 3-13=-420/537, 4-13=-558/688, 4-12=-425/551, 5-12=-777/767, 5-11=-645/925, 6-11=-391/371, 6-10=-1751/2268, 7-10=-503/677 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 13-0-0, Exterior(2R) 13-0-0 to 16-6-0, Interior(1) 16-6-0 to 22-0-0, Exterior(2R) 22-0-0 to 25-6-0, Interior(1) 25-6-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) 8 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 825 lb uplift at joint 2 and 825 lb uplift at joint 8. 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. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss A3 Truss Type SPECIAL Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T23153796 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:44 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-ryVRAbtGAt?i3F0lWrN?K_SGK1tfaiw1jern9YzcMfX Scale = 1:66.4 1 2 3 4 5 6 7 8 9 10 14 13 12 11 23 24 25 26 27 28 4x6 5x6 3x5 4x10 3x4 3x4 5x6 5x6 4x10 5x6 7x8 MT18HS 5x8 MT18HS 3x4 3x4 8-6-0 8-6-0 14-9-0 6-3-0 20-0-0 5-3-0 24-6-8 4-6-8 35-0-0 10-5-8 -1-0-0 1-0-0 8-6-0 8-6-0 15-0-0 6-6-0 20-0-0 5-0-0 24-6-8 4-6-8 27-4-7 2-9-15 35-0-0 7-7-9 36-0-0 1-0-0 0-3-155-3-150-3-151-7-95-3-154.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [3:0-3-0,Edge], [8:0-4-0,0-3-0], [9:0-2-10,Edge], [10:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.79 0.95 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.73 -0.97 0.36 (loc) 11 11-22 9 l/defl >572 >432 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-12 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-155(LC 10) Max Uplift 2=-825(LC 12), 9=-825(LC 12) Max Grav 2=1349(LC 1), 9=1349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3256/2710, 4-5=-2426/2135, 5-6=-2680/2424, 6-7=-2829/2474, 7-8=-5320/4411, 8-9=-5720/4754 BOT CHORD 2-14=-2434/3048, 13-14=-2434/3048, 12-13=-1719/2274, 11-12=-4008/5103, 9-11=-4430/5445 WEBS 4-14=0/329, 4-13=-897/814, 5-12=-462/661, 6-12=-434/616, 7-12=-2727/2233, 7-11=-1443/1939, 8-11=-390/445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 15-0-0, Exterior(2R) 15-0-0 to 18-6-0, Interior(1) 18-6-0 to 20-0-0, Exterior(2R) 20-0-0 to 23-6-0, Interior(1) 23-6-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) 9 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 825 lb uplift at joint 2 and 825 lb uplift at joint 9. 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. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss A4 Truss Type SPECIAL Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T23153797 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:45 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-K83qNwtuxA7ZhPbx3YuEtB_RNRDtJ6qAyIbKi?zcMfW Scale = 1:66.4 1 2 3 4 5 6 7 8 9 10 11 12 16 15 14 13 25 26 27 28 4x6 5x6 5x6 5x8 MT18HS 3x5 5x8 4x10 3x4 3x4 3x4 3x12 5x6 7x8 MT18HS 3x4 3x4 3x4 8-6-0 8-6-0 14-9-0 6-3-0 18-0-0 3-3-0 24-6-8 6-6-8 35-0-0 10-5-8 -1-0-0 1-0-0 8-6-0 8-6-0 14-9-0 6-3-0 17-0-0 2-3-0 18-0-0 1-0-0 24-6-8 6-6-8 27-4-7 2-9-15 35-0-0 7-7-9 36-0-0 1-0-0 0-3-155-11-150-3-151-7-95-11-154.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [4:0-3-0,Edge], [9:0-4-0,Edge], [11:0-2-10,Edge], [12:0-2-2,0-1-8], [14:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.95 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.80 -1.05 0.39 (loc) 13 13 11 l/defl >528 >400 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 174 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-14 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-175(LC 10) Max Uplift 2=-825(LC 12), 11=-825(LC 12) Max Grav 2=1349(LC 1), 11=1349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3253/2620, 3-5=-2435/2083, 5-6=-2399/2194, 6-7=-2217/2006, 7-8=-2380/2035, 8-10=-5361/4283, 10-11=-5716/4573 BOT CHORD 2-16=-2347/3045, 15-16=-2347/3045, 14-15=-1517/2168, 13-14=-3901/5154, 11-13=-4257/5441 WEBS 3-16=0/334, 3-15=-882/759, 5-15=-238/363, 7-14=-248/427, 6-14=-464/604, 6-15=-416/409, 8-14=-3146/2523, 8-13=-1371/1946, 10-13=-343/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-0-0, Exterior(2E) 17-0-0 to 18-0-0, Exterior(2R) 18-0-0 to 21-6-0, Interior(1) 21-6-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) 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 825 lb uplift at joint 2 and 825 lb uplift at joint 11. 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. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss A5 Truss Type SPECIAL Qty 16 Ply 1 THE WINDSOR Job Reference (optional) T23153798 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:46 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-oKcCbGuWiUFQJZA8dGPTPPXbjrbR2btJAyKuERzcMfV Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 14 13 12 23 24 25 26 27 28 3x6 5x12 MT18HS 5x8 MT18HS 3x5 6x10 3x10 3x4 3x4 3x4 3x4 7x10 MT18HS 3x4 3x4 3x4 8-6-0 8-6-0 14-9-0 6-3-0 24-6-8 9-9-8 35-0-0 10-5-8 -1-0-0 1-0-0 8-6-0 8-6-0 14-9-0 6-3-0 17-6-0 2-9-0 24-6-8 7-0-8 27-4-7 2-9-15 35-0-0 7-7-9 36-0-0 1-0-0 0-3-156-1-150-3-151-7-94.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-1-2,Edge], [8:0-3-11,Edge], [11:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.80 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.86 -1.54 0.37 (loc) 12-13 12-13 10 l/defl >489 >273 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 162 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 1-4,8-11: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 10-12: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 6-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-7-8 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-179(LC 10) Max Uplift 2=-825(LC 12), 10=-825(LC 12) Max Grav 2=1480(LC 17), 10=1481(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3561/2590, 3-5=-2706/2049, 5-6=-2663/2142, 6-7=-6024/4439, 7-9=-5981/4276, 9-10=-6270/4555 BOT CHORD 2-14=-2318/3444, 13-14=-2318/3444, 12-13=-1497/2361, 10-12=-4240/6002 WEBS 3-14=0/303, 3-13=-1010/763, 5-13=-216/297, 6-13=-358/595, 6-12=-2764/3973, 7-12=-320/456, 9-12=-325/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2R) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 = 10.0psf. 7) Bearing at joint(s) 10 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 825 lb uplift at joint 2 and 825 lb uplift at joint 10. 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. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss ATA Truss Type COMMON Qty 5 Ply 1 THE WINDSOR Job Reference (optional) T23153799 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:48 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-kjky0ywnE5V7YsKWlhRxUqc_LeHHWWOceGp?IKzcMfT Scale = 1:59.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 26 27 28 29 30 31 32 33 3x6 5x6 3x6 3x6 5x6 WB 3x8 3x8 5x6 WB 3x6 8-4-0 8-4-0 12-11-0 4-7-0 22-1-0 9-2-0 26-8-0 4-7-0 35-0-0 8-4-0 -1-0-0 1-0-0 8-4-0 8-4-0 12-11-0 4-7-0 17-6-0 4-7-0 22-1-0 4-7-0 26-8-0 4-7-0 35-0-0 8-4-0 36-0-0 1-0-0 0-3-156-1-150-3-154.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [2:0-0-2,Edge], [10:0-0-2,Edge], [11:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.78 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.76 0.14 (loc) 14-15 14-15 10 l/defl >999 >550 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=179(LC 11) Max Uplift 2=-775(LC 12), 10=-775(LC 12) Max Grav 2=1534(LC 17), 10=1534(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3730/2441, 3-5=-3113/2038, 5-6=-3108/2153, 6-7=-3109/2153, 7-9=-3113/2038, 9-10=-3730/2441 BOT CHORD 2-17=-2177/3605, 15-17=-2177/3605, 14-15=-1214/2256, 12-14=-2183/3509, 10-12=-2183/3509 WEBS 6-14=-694/1150, 7-14=-237/273, 9-14=-782/638, 6-15=-694/1150, 5-15=-237/273, 3-15=-781/638 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2R) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 100.0lb AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 5) All plates are 3x4 MT20 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 = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 lb uplift at joint 10. 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. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss B Truss Type COMMON Qty 2 Ply 1 THE WINDSOR Job Reference (optional) T23153800 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:49 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-CvIKDIwP?Pd_A0vjIOyA119Dl2izFzjmswZYrmzcMfS Scale = 1:59.3 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 26 27 3x6 3x6 3x6 3x5 3x6 3x6 3x5 8-3-5 8-3-5 14-0-0 5-8-11 21-0-0 7-0-0 26-8-11 5-8-11 35-0-0 8-3-5 -1-0-0 1-0-0 8-3-5 8-3-5 14-0-0 5-8-11 17-6-0 3-6-0 21-0-0 3-6-0 26-8-11 5-8-11 35-0-0 8-3-5 36-0-0 1-0-0 0-3-156-1-150-3-154.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [6:0-3-0,Edge], [11:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.43 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.28 0.03 (loc) 17-22 17-22 10 l/defl >999 >595 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 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 9-6-4 oc bracing. REACTIONS.All bearings 0-8-0. (lb) - Max Horz 2=-179(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-371(LC 12), 15=-453(LC 12), 14=-453(LC 12), 10=-371(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=651(LC 17), 15=954(LC 17), 14=949(LC 18), 10=655(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-978/674, 5-6=-181/281, 6-7=-181/281, 9-10=-992/674 BOT CHORD 2-17=-488/1024, 15-17=-488/1024, 12-14=-490/903, 10-12=-490/903 WEBS 3-17=-13/301, 3-15=-956/728, 5-15=-277/376, 7-14=-277/376, 9-14=-958/728, 9-12=-13/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2R) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 lb uplift at joint 2, 453 lb uplift at joint 15, 453 lb uplift at joint 14 and 371 lb uplift at joint 10. 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. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss BHA Truss Type BOSTON HIP Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T23153801 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:51 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-8IQ5e_yfX0tiPK25Qp?e6SEX2sMfjuN3KE2fvezcMfQ Scale = 1:62.4 1 2 3 4 6 8 9 12 15 17 20 22 24 26 27 28 29 5 7 10 11 13 14 16 18 19 21 23 25 35 34 33 32 31 30 54 55 56 57 58 59 60 61 62 63 64 65 44 45 46 47 48 49 50 51 52 53 3x5 3x6 3x6 5x6 3x6 5x12 3x6 5x12 6x8 6x8 3x6 3x5 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 35-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 9-6-0 2-6-0 11-6-0 2-0-0 13-6-0 2-0-0 14-0-0 0-6-0 15-6-0 1-6-0 17-6-0 2-0-0 19-6-0 2-0-0 21-0-0 1-6-0 21-6-0 0-6-0 23-6-0 2-0-0 25-6-0 2-0-0 28-0-0 2-6-0 35-0-0 7-0-0 36-0-0 1-0-0 0-3-152-7-156-1-150-3-152-7-154.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [29:0-2-2,0-1-8], [32:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.54 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.16 0.04 (loc) 35-40 35-40 28 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 211 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-33, 27-32 JOINTS 1 Brace at Jt(s): 11, 19, 16, 7, 23 REACTIONS.All bearings 0-8-0. (lb) - Max Horz 2=179(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-565(LC 8), 33=-1269(LC 8), 32=-1017(LC 8), 28=-434(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=812(LC 17), 33=1825(LC 1), 32=1529(LC 1), 28=626(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1692/1103, 3-4=-105/259, 27-28=-1129/710, 3-5=-441/520, 5-7=-436/514, 7-10=-436/514, 10-11=-436/514, 11-13=-436/514, 13-16=-436/514, 16-18=-436/514, 18-19=-436/514, 19-21=-382/412, 21-23=-382/412, 23-25=-382/412, 25-27=-387/418 BOT CHORD 2-35=-939/1572, 33-35=-909/1484, 32-33=-382/400, 30-32=-575/1004, 28-30=-568/1039 WEBS 3-35=-191/649, 27-30=0/451, 3-33=-2090/1523, 11-33=-810/782, 19-32=-772/745, 27-32=-1484/1044, 9-10=-463/453, 20-21=-462/454 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 565 lb uplift at joint 2, 1269 lb uplift at joint 33, 1017 lb uplift at joint 32 and 434 lb uplift at joint 28. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 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. 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. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss BHA Truss Type BOSTON HIP Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T23153801 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:51 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-8IQ5e_yfX0tiPK25Qp?e6SEX2sMfjuN3KE2fvezcMfQ NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 lb down and 381 lb up at 7-0-0, 158 lb down and 206 lb up at 9-0-12, 158 lb down and 206 lb up at 11-0-12, 158 lb down and 206 lb up at 13-0-12, 158 lb down and 206 lb up at 15-0-12, 158 lb down and 206 lb up at 17-0-12, 158 lb down and 206 lb up at 17-11-4, 158 lb down and 206 lb up at 19-11-4, 158 lb down and 206 lb up at 21-11-4, 158 lb down and 206 lb up at 23-11-4, and 158 lb down and 206 lb up at 25-11-4, and 158 lb down and 206 lb up at 27-11-4 on top chord, and 373 lb down and 236 lb up at 7-0-0, 69 lb down at 9-0-12, 69 lb down at 11-0-12, 69 lb down at 13-0-12, 69 lb down at 15-0-12, 69 lb down at 17-0-12, 69 lb down at 17-11-4, 69 lb down at 19-11-4, 69 lb down at 21-11-4, 69 lb down at 23-11-4, and 69 lb down at 25-11-4, and 69 lb down at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the 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: 38-41=-20, 1-3=-54, 3-15=-54, 15-27=-54, 27-29=-54 Concentrated Loads (lb) Vert: 35=-373(F) 30=-23(F) 44=-23(F) 45=-23(F) 46=-23(F) 47=-23(F) 48=-23(F) 49=-23(F) 50=-23(F) 51=-23(F) 52=-23(F) 53=-23(F) 54=-169(F) 55=-118(F) 56=-118(F) 57=-118(F) 58=-118(F) 59=-118(F) 60=-118(F) 61=-118(F) 62=-118(F) 63=-118(F) 64=-118(F) 65=-118(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss GRA Truss Type HIP Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T23153802 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-cU_TrKzHIK?Z1UdI_WWtfgnb?GguSGFCZunCR5zcMfP Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 3x4 5x8 3x6 5x8 3x4 3x5 3x6 3x4 5x12 3x5 4x8 3x4 3x4 4x6 3x5 7-0-0 7-0-0 14-11-0 7-11-0 21-5-2 6-6-2 28-0-0 6-6-14 35-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-11-0 7-11-0 21-5-2 6-6-2 28-0-0 6-6-14 35-0-0 7-0-0 36-0-0 1-0-0 0-3-152-7-150-3-152-7-154.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8], [3:0-5-12,0-2-12], [6:0-3-8,0-2-0], [7:0-5-4,0-2-8], [9:0-2-2,0-1-8], [13:0-2-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.94 0.67 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.30 0.09 (loc) 10-23 10-12 8 l/defl >792 >812 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-13: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. WEBS 1 Row at midpt 6-13 2 Rows at 1/3 pts 3-13 REACTIONS. (size)2=0-8-0, 13=0-8-0, 8=0-8-0 Max Horz 2=-78(LC 6) Max Uplift 2=-448(LC 8), 13=-2442(LC 8), 8=-1159(LC 8) Max Grav 2=755(LC 17), 13=3223(LC 1), 8=1225(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1534/729, 3-4=-1052/1347, 4-6=-1052/1347, 6-7=-1946/1834, 7-8=-2978/2565 BOT CHORD 2-15=-586/1423, 13-15=-596/1464, 12-13=-1710/1946, 10-12=-2359/2830, 8-10=-2329/2789 WEBS 3-15=-159/733, 3-13=-2917/1869, 4-13=-848/801, 6-13=-3504/3050, 6-12=-430/666, 7-12=-940/731, 7-10=-489/690 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 448 lb uplift at joint 2, 2442 lb uplift at joint 13 and 1159 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 329 lb up at 7-0-0, 90 lb down and 155 lb up at 9-0-12, 90 lb down and 155 lb up at 11-0-12, 90 lb down and 155 lb up at 13-0-12, 90 lb down and 155 lb up at 15-0-12, 90 lb down and 155 lb up at 17-0-12, 90 lb down and 155 lb up at 17-11-4, 90 lb down and 155 lb up at 19-11-4, 90 lb down and 155 lb up at 21-11-4, 90 lb down and 155 lb up at 23-11-4, and 90 lb down and 155 lb up at 25-11-4, and 203 lb down and 329 lb up at 28-0-0 on top chord, and 452 lb down and 263 lb up at 7-0-0, 63 lb down and 3 lb up at 9-0-12, 63 lb down and 3 lb up at 11-0-12, 63 lb down and 3 lb up at 13-0-12, 63 lb down and 3 lb up at 15-0-12, 63 lb down and 3 lb up at 17-0-12, 63 lb down and 3 lb up at 17-11-4, 63 lb down and 3 lb up at 19-11-4, 63 lb down and 3 lb up at 21-11-4, 63 lb down and 3 lb up at 23-11-4, and 63 lb down and 3 lb up at 25-11-4, and 452 lb down and 263 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 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. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss GRA Truss Type HIP Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T23153802 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:52 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-cU_TrKzHIK?Z1UdI_WWtfgnb?GguSGFCZunCR5zcMfP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 18-21=-20 Concentrated Loads (lb) Vert: 3=-147(B) 7=-147(B) 15=-452(B) 13=-40(B) 4=-90(B) 10=-452(B) 24=-90(B) 25=-90(B) 26=-90(B) 28=-90(B) 29=-90(B) 30=-90(B) 32=-90(B) 33=-90(B) 34=-90(B) 35=-40(B) 36=-40(B) 37=-40(B) 38=-40(B) 39=-40(B) 40=-40(B) 41=-40(B) 42=-40(B) 43=-40(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss J1 Truss Type MONO TRUSS Qty 8 Ply 1 THE WINDSOR Job Reference (optional) T23153803 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-cU_TrKzHIK?Z1UdI_WWtfgnmjGq3SVpCZunCR5zcMfP Scale = 1:6.1 1 2 3 4 2x3 3x4 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-3-150-7-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.19 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=48(LC 12) Max Uplift 3=-4(LC 9), 2=-140(LC 12) Max Grav 3=11(LC 17), 2=118(LC 1), 4=17(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3 and 140 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss J3 Truss Type MONO TRUSS Qty 8 Ply 1 THE WINDSOR Job Reference (optional) T23153804 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:53 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-5gXr3fzv3e8QedCUXE16BtKwRf6XBy3LnYXm_XzcMfO Scale = 1:9.4 1 2 9 3 4 2x3 3x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-3-151-3-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.26 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 4-8 4-8 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-54(LC 12), 2=-147(LC 12), 4=-4(LC 12) Max Grav 3=64(LC 1), 2=173(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 2-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3, 147 lb uplift at joint 2 and 4 lb uplift at joint 4. 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. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss J5 Truss Type MONO TRUSS Qty 8 Ply 1 THE WINDSOR Job Reference (optional) T23153805 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-Zt5DG?_YqxGHGnng5xYLk5s4s3JawPIV0CGJWzzcMfN Scale = 1:12.7 1 2 9 3 4 2x3 3x4 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-3-151-11-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.34 0.85 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 0.07 -0.00 (loc) 4-8 4-8 3 l/defl >725 >841 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=123(LC 12) Max Uplift 3=-107(LC 12), 2=-177(LC 12), 4=-7(LC 12) Max Grav 3=119(LC 1), 2=243(LC 1), 4=84(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 4-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 3, 177 lb uplift at joint 2 and 7 lb uplift at joint 4. 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. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss J7 Truss Type MONO TRUSS Qty 24 Ply 1 THE WINDSOR Job Reference (optional) T23153806 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-Zt5DG?_YqxGHGnng5xYLk5s?i3OWwPIV0CGJWzzcMfN Scale: 3/4"=1' 1 2 9 10 3 4 2x3 3x5 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-3-152-7-154.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.67 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.19 -0.00 (loc) 4-8 4-8 3 l/defl >364 >437 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=161(LC 12) Max Uplift 3=-153(LC 12), 2=-211(LC 12), 4=-12(LC 12) Max Grav 3=165(LC 1), 2=315(LC 1), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 6-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 3, 211 lb uplift at joint 2 and 12 lb uplift at joint 4. 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. March 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11392 Truss KJ7 Truss Type MONO TRUSS Qty 4 Ply 1 THE WINDSOR Job Reference (optional) T23153807 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 10 09:32:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-13fcUL?AbFO8uxMsff3aHIPHpTp3fpoeFs0s2QzcMfM Scale = 1:20.6 1 2 3 7 6 4 5 2x3 3x4 2x3 3x4 3x4 6-8-12 6-8-12 9-10-1 3-1-5 -1-5-0 1-5-0 6-8-12 6-8-12 9-10-1 3-1-5 0-3-152-7-122.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.20 0.26 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.01 (loc) 7-11 7-11 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 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 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=192(LC 8) Max Uplift 4=-131(LC 8), 2=-262(LC 8), 5=-238(LC 8) Max Grav 4=156(LC 13), 2=379(LC 1), 5=461(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-838/366 BOT CHORD 2-7=-487/798, 6-7=-487/798 WEBS 3-7=0/307, 3-6=-920/561 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 4, 262 lb uplift at joint 2 and 238 lb uplift at joint 5. 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: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-133(F=-39, B=-39), 9=0(F=10, B=10)-to-5=-49(F=-15, B=-15) 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. March 10,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths