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HomeMy WebLinkAboutAPPROVED Truss Cutsheets - Windsor(1)6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: M11494 - THE WINDSOR Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 165 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 20 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 with coffer Model: The Windsor with coffer Subdivision: . Address: Unknown, . State: FLCity: St Lucie County Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: July 19,2021 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 T24722001 A Date 7/19/212T24722002A17/19/213T24722003A27/19/214T24722004A37/19/215T24722005A47/19/216T24722006A57/19/217T24722007ATA7/19/218T24722008B7/19/219T24722009BHA7/19/2110T24722010GRA7/19/2111T24722011J17/19/2112T24722012J37/19/2113T24722013J3C7/19/2114T24722014J57/19/21 No.Seal#Truss Name 15 T24722015 J5C Date 7/19/2116T24722016J77/19/2117T24722017J7C7/19/2118T24722018JP7/19/2119T24722019KJ77/19/2120T24722020KJC7/19/21 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 M11494 Truss A Truss Type HIP Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T24722001 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:18 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-??RZ2KlTXQqnHrdwxAUTRmleNkI1ZXfGlnLPWSywYK7 Scale = 1:61.6 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 32 33 34 35 36 37 38 39 5x8 3x6 5x8 3x5 3x6 5x12 3x6 6x12 4x6 3x10 3x8 2-2-0 2-2-0 9-0-0 6-10-0 13-1-0 4-1-0 14-11-0 1-10-0 20-5-2 5-6-2 26-0-0 5-6-14 35-0-0 9-0-0 -1-0-0 1-0-0 2-2-0 2-2-0 9-0-0 6-10-0 13-1-0 4-1-0 14-11-0 1-10-0 19-6-8 4-7-8 20-5-2 0-10-10 26-0-0 5-6-14 29-6-0 3-6-0 35-0-0 5-6-0 36-0-0 1-0-0 0-3-153-3-150-3-150-6-03-3-154.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-8], [8:0-3-8,0-1-8], [9:0-5-4,0-2-8], [11:0-6-14,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-MS 0.84 0.89 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.63 0.58 0.07 (loc) 13-31 13-31 11 l/defl >385 >414 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 5-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-16: 2x6 SP No.2, 8-16,9-15: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 16=0-8-0, 11=0-8-0 Max Horz 2=97(LC 11) Max Uplift 2=-159(LC 12), 16=-1565(LC 12), 11=-745(LC 12) Max Grav 2=281(LC 21), 16=1918(LC 1), 11=623(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-829/454, 4-5=-1900/1523, 5-6=-1884/1515, 6-8=-1893/1692, 8-9=-192/1230, 9-10=-809/2654, 10-11=-1170/3292 BOT CHORD 3-19=-366/940, 18-19=-353/938, 17-18=-67/262, 16-17=-184/350, 15-16=-966/192, 13-15=-2344/747, 11-13=-3088/1095 WEBS 4-19=-41/319, 4-18=-1365/1426, 16-18=-1573/1882, 6-18=-94/362, 6-16=-510/318, 8-16=-1658/3548, 9-15=-820/1569, 9-13=-1368/404, 10-13=-408/894, 8-15=-1283/497 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 2-3-12, Interior(1) 2-3-12 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 100 lb uplift at joint(s) except (jt=lb) 2=159, 16=1565, 11=745. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss A1 Truss Type Hip Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T24722002 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:19 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-TB?xGgm5Ikyeu?C6Vt0izzIqN8cyH_uQ_R4z2uywYK6 Scale = 1:61.3 1 2 3 31 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 32 33 34 35 36 37 38 39 5x8 5x8 MT18HS 3x10 4x12 5x12 MT18HS 7x8 MT18HS 4x10 4x4 7x8 2-2-0 2-2-0 7-1-13 4-11-13 11-0-0 3-10-3 13-1-0 2-1-0 14-9-0 1-8-0 24-6-8 9-9-8 27-4-9 2-10-1 35-0-0 7-7-7 -1-0-0 1-0-0 2-2-0 2-2-0 7-1-13 4-11-13 11-0-0 3-10-3 13-1-0 2-1-0 14-9-0 1-8-0 19-4-8 4-7-8 24-0-0 4-7-8 27-4-9 3-4-9 35-0-0 7-7-7 36-0-0 1-0-0 0-3-153-11-150-3-151-7-90-6-03-11-154.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-9-6,0-0-8], [3:0-2-8,0-0-8], [6:0-5-4,0-2-8], [10:0-4-0,0-2-3], [12:0-2-10,Edge], [17:0-2-4,0-4-4] 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 0.83 0.91 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.83 -1.32 0.46 (loc) 14-15 14-15 12 l/defl >505 >318 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 205 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-17: 2x6 SP 2400F 2.0E, 7-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 15-17: 2x4 SP M 30 OTHERS 2x4 SP M 30 *Except* 1-21,13-22: 2x4 SP No.3 LBR SCAB 1-4 2x4 SP M 30 both sides 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, 12=0-8-0 Max Horz 2=-117(LC 10) Max Uplift 2=-821(LC 12), 12=-825(LC 12) Max Grav 2=1363(LC 1), 12=1350(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-24=-385/394, 3-5=-4402/3758, 5-6=-3311/2882, 6-7=-3339/2967, 7-8=-3321/2951, 8-9=-3026/2709, 9-10=-4649/3983, 10-11=-5328/4458, 11-12=-5753/4956 BOT CHORD 3-19=-3468/4192, 18-19=-3468/4192, 17-18=-2487/3125, 15-16=-435/478, 14-15=-3155/3859, 12-14=-4624/5481 WEBS 5-18=-1204/1103, 6-18=-459/586, 6-17=-351/463, 15-17=-2136/2765, 8-17=-547/647, 8-15=-855/808, 9-15=-995/925, 9-14=-632/944, 10-14=-1170/1512, 11-14=-403/612, 5-19=-255/435 NOTES- 1) Attached 8-0-0 scab 1 to 4, both face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0-10 from end at joint 1, nail 2 row(s) at 4" o.c. for 4-11-9. 2) Unbalanced roof live loads have been considered for this design. 3) 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 15-11-6, Interior(1) 15-11-6 to 24-0-0, Exterior(2R) 24-0-0 to 28-11-6, Interior(1) 28-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x4 MT20 unless otherwise indicated. 8) The Fabrication Tolerance at joint 2 = 0% 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss A1 Truss Type Hip Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T24722002 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:19 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-TB?xGgm5Ikyeu?C6Vt0izzIqN8cyH_uQ_R4z2uywYK6 NOTES- 11) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=821, 12=825. 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 M11494 Truss A2 Truss Type Hip Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T24722003 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:21 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-Pa7igMnLpLCM8IMVcI2A3ONAyyItlsijRlZ37nywYK4 Scale = 1:65.9 1 2 3 30 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 31 32 33 34 35 36 373x4 5x8 MT18HS 5x6 3x4 3x10 4x12 3x4 5x10 4x10 3x4 3x4 7x8 3x8 7x8 MT18HS 4x6 3x4 4x8 2-2-0 2-2-0 8-3-12 6-1-12 13-1-0 4-9-4 14-9-0 1-8-0 22-0-0 7-3-0 24-6-8 2-6-8 24-8-4 0-1-12 27-4-7 2-8-3 35-0-0 7-7-9 -1-0-0 1-0-0 2-2-0 2-2-0 8-3-12 6-1-12 13-0-0 4-8-4 14-9-0 1-9-0 22-0-0 7-3-0 24-6-8 2-6-8 27-4-7 2-9-15 35-0-0 7-7-9 36-0-0 1-0-0 0-3-154-7-150-3-151-7-90-6-04-7-154.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-9-6,0-0-8], [3:0-2-8,0-0-8], [6:0-4-0,0-2-6], [11:0-2-10,Edge], [15:0-7-4,0-2-8], [17:0-2-8,0-4-8] 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 0.82 0.95 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.80 -1.07 0.46 (loc) 13-14 14-15 11 l/defl >523 >394 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 204 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-17: 2x6 SP 2400F 2.0E, 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP M 30 *Except* 1-20,12-21: 2x4 SP No.3 LBR SCAB 1-4 2x4 SP M 30 both sides BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=136(LC 11) Max Uplift 2=-821(LC 12), 11=-825(LC 12) Max Grav 2=1363(LC 1), 11=1350(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-23=-386/394, 3-5=-4160/3556, 5-6=-2933/2605, 6-7=-2751/2535, 7-8=-3377/3024, 8-9=-3524/3105, 9-10=-5302/4534, 10-11=-5734/4948 BOT CHORD 3-18=-3254/3946, 17-18=-3254/3946, 6-17=-890/976, 15-16=-417/460, 14-15=-2093/2623, 13-14=-4112/5076, 11-13=-4617/5459 WEBS 5-18=-272/505, 5-17=-1332/1194, 15-17=-1799/2308, 7-17=-233/423, 7-15=-1178/1052, 7-14=-673/930, 8-14=-618/816, 9-13=-1505/1908, 10-13=-417/510, 9-14=-2205/1883 NOTES- 1) Attached 8-0-0 scab 1 to 4, both face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0-10 from end at joint 1, nail 2 row(s) at 4" o.c. for 4-11-9; starting at 5-11-7 from end at joint 1, nail 1 row(s) at 7" o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-16; 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 13-1-0, Exterior(2R) 13-1-0 to 18-0-6, Interior(1) 18-0-6 to 22-0-0, Exterior(2R) 22-0-0 to 26-11-6, Interior(1) 26-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 2 = 0% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=821, 11=825. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss A3 Truss Type Hip Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T24722004 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:22 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-umh4uho_afKDlSwhA?ZPbcwLrLe7UL4sgPJdfDywYK3 Scale = 1:67.1 1 2 3 33 4 5 6 7 8 9 10 11 12 13 14 15 22 21 20 19 18 17 16 34 35 36 37 5x6 WB 6x12 5x6 5x8 MT18HS 3x10 4x12 3x4 3x4 5x12 4x10 3x4 3x4 6x8 4x10 5x6 7x8 MT18HS 3x4 3x4 3x4 2-2-0 2-2-0 8-3-11 6-1-11 13-1-0 4-9-5 14-9-0 1-8-0 20-0-0 5-3-0 24-6-8 4-6-8 24-8-4 0-1-12 35-0-0 10-3-12 -1-0-0 1-0-0 2-2-0 2-2-0 8-3-11 6-1-11 13-1-0 4-9-5 14-9-0 1-8-0 15-0-0 0-3-0 20-0-0 5-0-0 24-6-8 4-6-8 27-4-8 2-10-0 35-0-0 7-7-8 36-0-0 1-0-0 0-3-155-3-150-3-151-7-90-6-05-3-154.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-9-6,0-0-8], [3:0-2-8,0-0-8], [5:0-3-0,Edge], [9:0-2-10,0-3-0], [12:0-4-0,Edge], [14:0-2-10,Edge], [20:0-2-8,0-4-4] 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 0.81 0.95 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.83 -1.09 0.48 (loc) 16-17 16 14 l/defl >507 >385 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 210 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-20: 2x6 SP 2400F 2.0E, 7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 LBR SCAB 1-4 2x4 SP M 30 both sides BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 11-17 REACTIONS. (size)2=0-8-0, 14=0-8-0 Max Horz 2=155(LC 11) Max Uplift 2=-821(LC 12), 14=-825(LC 12) Max Grav 2=1363(LC 1), 14=1350(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-26=-397/385, 3-6=-4163/3567, 6-7=-2924/2637, 7-8=-2895/2727, 8-9=-2581/2402, 9-10=-2678/2473, 10-11=-2828/2536, 11-13=-5327/4452, 13-14=-5728/4808 BOT CHORD 3-21=-3264/3949, 20-21=-3264/3949, 7-20=-253/350, 18-19=-456/506, 17-18=-1778/2247, 16-17=-4023/5111, 14-16=-4454/5453 WEBS 6-21=-283/509, 6-20=-1346/1160, 18-20=-1415/1854, 8-20=-1326/1516, 10-17=-459/632, 11-17=-2739/2284, 13-16=-389/440, 8-18=-982/843, 11-16=-1445/1937, 8-17=-486/668 NOTES- 1) Attached 8-0-0 scab 1 to 4, both face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0-10 from end at joint 1, nail 2 row(s) at 4" o.c. for 4-11-9; starting at 5-11-7 from end at joint 1, nail 1 row(s) at 7" o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-16; 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(2E) 15-0-0 to 20-0-0, Exterior(2R) 20-0-0 to 24-11-6, Interior(1) 24-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 2 = 0% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=821, 14=825. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss A4 Truss Type Hip Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T24722005 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:24 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-q9oqJNqE6Gax?m44HQbtg1?hw9KZyBx97iokj6ywYK1 Scale = 1:67.1 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)-- [4:0-3-0,Edge], [9:0-4-0,Edge], [11:0-2-10,Edge], [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 100 lb uplift at joint(s) except (jt=lb) 2=825, 11=825. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss A5 Truss Type Roof Special Qty 16 Ply 1 THE WINDSOR Job Reference (optional) T24722006 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:25 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-ILMCWjqstaiocwfGr866DEYrGZi6hg_IMMXHGYywYK0 Scale = 1:64.7 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)-- [2:0-1-2,Edge], [8:0-3-11,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-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 100 lb uplift at joint(s) except (jt=lb) 2=825, 10=825. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss ATA Truss Type Common Qty 5 Ply 1 THE WINDSOR Job Reference (optional) T24722007 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:26 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-mXwbk3rUetqfE3ESPreLmS439z1jQ9GSb0Hqo?ywYK? 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)-- [2:0-0-2,Edge], [10:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-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 10) 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 100 lb uplift at joint(s) except (jt=lb) 2=775, 10=775. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss B Truss Type COMMON Qty 2 Ply 1 THE WINDSOR Job Reference (optional) T24722008 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:28 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-iw2L8ltkAV4NTNOrWGgprtAO4ml4u3tl2KmxrtywYJz Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 26 27 28 29 3x6 3x6 3x6 3x5 3x6 4x4 3x4 6x8 3x4 3x4 6x8 4x4 3x4 3x4 3x4 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)-- [2:0-0-6,Edge], [6:0-3-0,Edge], [10:0-0-6,Edge], [14:0-3-8,0-3-0], [15:0-3-8,0-3-0] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.70 0.66 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.51 0.46 -0.04 (loc) 12-25 12-25 10 l/defl >330 >366 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 4-2-8 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=-645(LC 12), 15=-754(LC 12), 14=-754(LC 12), 10=-645(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=610(LC 2), 15=869(LC 2), 14=869(LC 2), 10=610(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-945/1894, 9-10=-945/1895 BOT CHORD 2-17=-1667/860, 15-17=-1667/860, 14-15=-31/265, 12-14=-1663/860, 10-12=-1663/860 WEBS 3-17=-973/301, 3-15=-857/2143, 5-15=-277/395, 7-14=-277/395, 9-14=-857/2143, 9-12=-973/301 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; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 645 lb uplift at joint 2, 754 lb uplift at joint 15, 754 lb uplift at joint 14 and 645 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. July 19,2021 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 M11494 Truss BHA Truss Type HIP GIRDER Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T24722009 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:31 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-7VjUnmvdTQTxKr7QCODWTVoyx_pj5P8BkI_bSCywYJw Scale = 1:62.4 1 2 3 4 6 8 9 12 15 5 7 10 11 13 14 16 17 19 21 22 25 27 18 20 23 24 26 28 29 36 35 34 33 32 31 30 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 3x6 5x6 5x12 3x6 3x6 3x5 3x6 3x6 3x6 5x12 6x8 4x6 6x8 4x6 3x6 3x5 7-0-0 7-0-0 14-0-0 7-0-0 17-6-0 3-6-0 21-0-0 3-6-0 28-0-0 7-0-0 31-1-2 3-1-2 35-0-0 3-10-14 -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 31-1-2 3-1-2 35-0-0 3-10-14 36-0-0 1-0-0 0-3-152-7-156-1-150-3-152-7-154.00 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.47 0.53 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 0.19 0.05 (loc) 36-41 36-41 28 l/defl >753 >863 n/a L/d 240 180 n/a PLATES MT20 Weight: 216 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* 11-34,19-32: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. WEBS 1 Row at midpt 3-34, 27-32 JOINTS 1 Brace at Jt(s): 11, 19, 16, 22, 7 REACTIONS.All bearings 0-8-0. (lb) - Max Horz 2=-179(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-818(LC 8), 34=-2088(LC 8), 32=-2091(LC 8), 28=-816(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=818(LC 17), 34=2217(LC 17), 32=2219(LC 1), 28=815(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1731/1518, 3-4=-492/439, 4-8=-491/471, 8-9=-498/518, 9-12=-410/420, 12-15=-393/422, 3-5=-366/417, 5-7=-362/411, 7-10=-362/411, 10-11=-362/411, 19-21=-357/413, 21-22=-357/413, 22-25=-357/413, 25-27=-361/419, 15-18=-387/422, 18-20=-391/420, 20-23=-492/518, 23-26=-491/471, 26-27=-493/444, 27-28=-1723/1516 BOT CHORD 2-36=-1338/1607, 34-36=-1201/1457, 33-34=-820/923, 32-33=-822/925, 30-32=-1199/1449, 28-30=-1336/1600 WEBS 3-36=-793/873, 27-30=-793/873, 11-34=-908/954, 19-32=-911/957, 3-34=-2434/2274, 27-32=-2431/2274, 20-21=-413/385, 9-10=-412/385, 11-33=-516/350, 19-33=-518/339 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 left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 818 lb uplift at joint 2, 2088 lb uplift at joint 34, 2091 lb uplift at joint 32 and 816 lb uplift at joint 28. 11) 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 Top chord must be braced by end jacks, roof diaphragm, or properly connected purlins as specified. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss BHA Truss Type HIP GIRDER Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T24722009 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:32 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-bhHs_6wFEjboy_hcl6ll?jK7hN8yqsOKzyk9_eywYJv NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 268 lb down and 348 lb up at 7-0-0, 151 lb down and 177 lb up at 9-0-12, 151 lb down and 177 lb up at 11-0-12, 151 lb down and 177 lb up at 13-0-12, 86 lb down and 68 lb up at 15-0-12, 86 lb down and 60 lb up at 17-0-12, 86 lb down and 60 lb up at 17-11-4, 86 lb down and 68 lb up at 19-11-4, 151 lb down and 177 lb up at 21-11-4, 151 lb down and 177 lb up at 23-11-4, and 151 lb down and 177 lb up at 25-11-4, and 268 lb down and 348 lb up at 27-11-4 on top chord, and 610 lb down and 557 lb up at 7-0-0, 84 lb down and 5 lb up at 9-0-12, 84 lb down and 5 lb up at 11-0-12, 84 lb down and 5 lb up at 13-0-12, 179 lb down and 276 lb up at 15-0-12, 179 lb down and 276 lb up at 17-0-12, 179 lb down and 276 lb up at 17-11-4, 179 lb down and 276 lb up at 19-11-4, 84 lb down and 5 lb up at 21-11-4, 84 lb down and 5 lb up at 23-11-4, and 84 lb down and 5 lb up at 25-11-4, and 610 lb down and 557 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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, 3-15=-54, 15-27=-54, 27-29=-54, 39-42=-20 Concentrated Loads (lb) Vert: 36=-610(F) 30=-610(F) 45=-169(F) 46=-111(F) 47=-111(F) 48=-111(F) 49=-6(F) 50=-6(F) 51=-6(F) 52=-6(F) 53=-111(F) 54=-111(F) 55=-111(F) 56=-169(F) 57=-68(F) 58=-68(F) 59=-68(F) 60=-179(F) 61=-179(F) 62=-179(F) 63=-179(F) 64=-68(F) 65=-68(F) 66=-68(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 M11494 Truss GRA Truss Type HIP GIRDER Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T24722010 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:34 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-X4PcPoxVlLrWBIr?tXnD48QQ1BppImydQGDF3XywYJt Scale = 1:65.9 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 3x4 5x8 3x6 5x8 MT18HS 3x4 3x5 3x8 5x6 3x4 3x6 3x4 5x10 3x4 6x8 5x8 5x12 3x4 4x12 4x4 3x4 3x6 3x6 2-2-0 2-2-0 7-0-0 4-10-0 10-0-8 3-0-8 13-1-0 3-0-8 14-11-0 1-10-0 19-3-15 4-4-15 23-7-1 4-3-3 28-0-0 4-4-15 31-1-2 3-1-2 35-0-0 3-10-14 -1-0-0 1-0-0 2-2-0 2-2-0 7-0-0 4-10-0 10-0-8 3-0-8 13-1-0 3-0-8 14-11-0 1-10-0 19-3-15 4-4-15 23-7-1 4-3-3 28-0-0 4-4-15 31-1-2 3-1-2 35-0-0 3-10-14 36-0-0 1-0-0 0-3-152-7-150-3-150-6-02-7-154.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge], [4:0-5-4,0-2-8], [7:0-2-8,0-2-0], [11:0-5-4,0-2-8], [12:0-3-0,Edge], [17:0-5-12,0-1-12], [20:0-6-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.67 0.63 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.34 -0.35 0.09 (loc) 14-15 23 12 l/defl >707 >513 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 169 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 6-19: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-21,7-17: 2x4 SP M 30, 7-18: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-11 oc bracing. WEBS 1 Row at midpt 7-17, 10-17 REACTIONS. (size)2=0-8-0, 18=0-8-0, 12=0-8-0 Max Horz 2=78(LC 7) Max Uplift 2=-245(LC 8), 18=-3607(LC 8), 12=-1535(LC 8) Max Grav 2=514(LC 17), 18=4027(LC 1), 12=1263(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-959/118, 4-5=-858/634, 5-6=-858/634, 6-7=-2549/3043, 7-9=-309/1407, 9-10=-309/1407, 10-11=-2234/3117, 11-12=-3081/3726 BOT CHORD 3-22=-66/954, 21-22=-85/1008, 20-21=-3049/2726, 6-20=-1638/1187, 18-19=-428/368, 17-18=-3403/2726, 15-17=-2988/2234, 14-15=-3494/2933, 12-14=-3425/2873 WEBS 4-22=-361/772, 4-21=-1765/1224, 5-21=-314/283, 6-21=-1975/2795, 18-20=-3176/2518, 7-20=-63/590, 7-18=-2474/2227, 7-17=-4216/3930, 10-17=-2280/2251, 10-15=-889/867, 11-15=-874/612, 11-14=-1125/977 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 lb uplift at joint 2, 3607 lb uplift at joint 18 and 1535 lb uplift at joint 12. Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss GRA Truss Type HIP GIRDER Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T24722010 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:34 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-X4PcPoxVlLrWBIr?tXnD48QQ1BppImydQGDF3XywYJt NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 229 lb up at 7-0-0, 102 lb down and 150 lb up at 9-0-12, 102 lb down and 150 lb up at 11-0-12, 102 lb down and 150 lb up at 13-0-12, 86 lb down and 59 lb up at 15-0-12, 86 lb down and 59 lb up at 17-0-12, 86 lb down and 59 lb up at 17-11-4, 86 lb down and 59 lb up at 19-11-4, 86 lb down and 59 lb up at 21-11-4, 86 lb down and 59 lb up at 23-11-4, and 86 lb down and 59 lb up at 25-11-4, and 265 lb down and 228 lb up at 28-0-0 on top chord, and 501 lb down and 337 lb up at 7-0-0, 81 lb down and 49 lb up at 9-0-12, 81 lb down and 49 lb up at 11-0-12, 81 lb down and 49 lb up at 13-2-12, 179 lb down and 235 lb up at 17-0-12, 179 lb down and 235 lb up at 17-11-4, 179 lb down and 235 lb up at 19-11-4, 179 lb down and 235 lb up at 21-11-4, 179 lb down and 235 lb up at 23-11-4, and 179 lb down and 235 lb up at 25-11-4, and 721 lb down and 787 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-11=-54, 11-13=-54, 23-26=-20, 20-29=-20, 19-32=-20 Concentrated Loads (lb) Vert: 4=-102(B) 8=-6(B) 11=-64(B) 6=-102(B) 22=-501(B) 20=-80(B) 7=-6(B) 14=-721(B) 35=-102(B) 36=-102(B) 38=-6(B) 39=-6(B) 41=-6(B) 42=-6(B) 43=-6(B) 44=-80(B) 45=-80(B) 46=-179(B) 47=-179(B) 48=-179(B) 49=-179(B) 50=-179(B) 51=-179(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 M11494 Truss J1 Truss Type JACK-OPEN Qty 8 Ply 1 THE WINDSOR Job Reference (optional) T24722011 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:35 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-?Gz_c8y7WezNpSQBREISdLyiGbIg1OvmfwypbzywYJs 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 0-3-150-7-150-4-30-3-120-7-154.00 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=10(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; 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) 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. July 19,2021 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 M11494 Truss J3 Truss Type JACK-OPEN Qty 6 Ply 1 THE WINDSOR Job Reference (optional) T24722012 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:36 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-TSXMqUzmHy5ERc?N_yphAZVq6?Xmmr9wuaiM7PywYJr Scale = 1:9.4 1 2 9 3 10 4 2x3 3x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-3-151-3-150-4-30-11-121-3-154.00 12 Plate Offsets (X,Y)-- [2:0-1-6,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 0.44 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -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=-67(LC 12), 2=-207(LC 12), 4=-51(LC 12) Max Grav 3=63(LC 1), 2=172(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 2-11-4 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) 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 67 lb uplift at joint 3, 207 lb uplift at joint 2 and 51 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. July 19,2021 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 M11494 Truss J3C Truss Type Jack-Open Qty 2 Ply 1 THE WINDSOR Job Reference (optional) T24722013 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-xf5l1q_O2GD52maZYfKwim20aOy4VIP37ERwgsywYJq Scale = 1:9.4 1 2 3 6 4 5 2x3 3x4 3x4 2-2-0 2-2-0 -1-0-0 1-0-0 2-2-0 2-2-0 3-0-0 0-10-0 0-3-151-3-150-9-150-6-04.00 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 0.33 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 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)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=85(LC 12) Max Uplift 4=-33(LC 12), 2=-145(LC 12), 5=-22(LC 12) Max Grav 4=55(LC 1), 2=178(LC 1), 5=54(LC 17) 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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-3-12, Interior(1) 2-3-12 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 33 lb uplift at joint 4, 145 lb uplift at joint 2 and 22 lb uplift at joint 5. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss J5 Truss Type JACK-OPEN Qty 6 Ply 1 THE WINDSOR Job Reference (optional) T24722014 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-xf5l1q_O2GD52maZYfKwim2_3OsLVIP37ERwgsywYJq Scale = 1:12.7 1 2 9 3 10 4 2x3 3x5 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-3-151-11-150-4-31-7-121-11-154.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.49 0.52 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 0.17 -0.00 (loc) 4-8 4-8 3 l/defl >336 >356 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 M 30 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=-122(LC 12), 2=-278(LC 12), 4=-92(LC 12) Max Grav 3=115(LC 1), 2=242(LC 1), 4=87(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 4-11-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 3, 278 lb uplift at joint 2 and 92 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. July 19,2021 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 M11494 Truss J5C Truss Type Jack-Open Qty 2 Ply 1 THE WINDSOR Job Reference (optional) T24722015 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:38 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-Qre7FA?0pZLygv9m6Mr9F_a2uo6OElfDLuBTCIywYJp Scale = 1:12.7 1 2 3 6 4 5 2x3 3x4 3x4 2-2-0 2-2-0 -1-0-0 1-0-0 2-2-0 2-2-0 5-0-0 2-10-0 0-3-151-11-151-5-151-7-120-6-04.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-4] 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 0.94 0.91 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 0.13 -0.03 (loc) 6 6 5 l/defl >404 >470 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=123(LC 12) Max Uplift 4=-85(LC 12), 2=-174(LC 12), 5=-26(LC 12) Max Grav 4=107(LC 1), 2=251(LC 1), 5=86(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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-3-12, Interior(1) 2-3-12 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 85 lb uplift at joint 4, 174 lb uplift at joint 2 and 26 lb uplift at joint 5. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss J7 Truss Type JACK-OPEN Qty 8 Ply 1 THE WINDSOR Job Reference (optional) T24722016 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:39 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:XWcFoW9VMxPJ917OBnKZMRyxVGE-u1CVSW?eatTpI3kyg4NOnB7HqCXdzCvMaYw0kkywYJo 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 0-3-152-7-152-3-122-7-154.00 12 Plate Offsets (X,Y)-- [2:0-2-8,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 >367 >441 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% 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=-152(LC 12), 2=-210(LC 12), 4=-12(LC 12) Max Grav 3=165(LC 1), 2=315(LC 1), 4=124(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=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 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 152 lb uplift at joint 3, 210 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. July 19,2021 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 M11494 Truss J7C Truss Type Jack-Open Qty 4 Ply 1 THE WINDSOR Job Reference (optional) T24722017 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:XWcFoW9VMxPJ917OBnKZMRyxVGE-MEmtgr0GLBbgvDJ8DnudKPgVPctAif8WpCgaHBywYJn Scale: 3/4"=1' 1 2 3 6 14 4 5 2x3 3x5 3x6 2-2-0 2-2-0 -1-0-0 1-0-0 2-2-0 2-2-0 7-0-0 4-10-0 0-3-152-7-152-1-152-3-120-6-04.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-4] 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 0.49 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 0.23 -0.06 (loc) 6 6 5 l/defl >302 >357 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-6: 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=0-8-0, 5=Mechanical Max Horz 2=161(LC 12) Max Uplift 4=-134(LC 12), 2=-207(LC 12), 5=-29(LC 12) Max Grav 4=156(LC 1), 2=325(LC 1), 5=121(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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-3-12, Interior(1) 2-3-12 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 134 lb uplift at joint 4, 207 lb uplift at joint 2 and 29 lb uplift at joint 5. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss JP Truss Type JACK-OPEN Qty 12 Ply 1 THE WINDSOR Job Reference (optional) T24722018 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:XWcFoW9VMxPJ917OBnKZMRyxVGE-MEmtgr0GLBbgvDJ8DnudKPgTQctwiaVWpCgaHBywYJn Scale: 3/4"=1' 1 2 3 6 11 12 4 13 14 5 2x3 3x8 5x6 3x5 7-0-0 7-0-0 -1-0-0 1-0-0 4-1-4 4-1-4 7-0-0 2-10-12 0-3-152-7-152-3-122-7-154.00 12 Plate Offsets (X,Y)-- [2:0-7-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.61 0.53 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 0.31 -0.01 (loc) 6-10 6-10 5 l/defl >255 >271 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 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 5-9-8 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=161(LC 12) Max Uplift 4=-50(LC 12), 2=-353(LC 12), 5=-256(LC 12) Max Grav 4=64(LC 17), 2=315(LC 1), 5=199(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-332/830 BOT CHORD 2-6=-1098/313 WEBS 3-6=-346/1214 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=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 6-11-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 4, 353 lb uplift at joint 2 and 256 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss KJ7 Truss Type DIAGONAL HIP GIRDER Qty 3 Ply 1 THE WINDSOR Job Reference (optional) T24722019 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-Icue4X2WtorO9XSXLCw5Pqlt5PdeAUuoGW9hL3ywYJl Scale = 1:21.2 1 2 3 7 6 12 13 4 14 15 16 5 2x3 3x4 2x3 3x4 6x8 6-8-13 6-8-13 9-10-0 3-1-3 9-10-1 0-0-1 -1-5-0 1-5-0 6-8-13 6-8-13 9-10-1 3-1-4 0-3-152-7-122-3-132-7-122.83 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 0.28 0.32 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 0.11 -0.02 (loc) 7-11 7-11 5 l/defl >866 >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 6-10-11 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=192(LC 8) Max Uplift 4=-133(LC 8), 2=-523(LC 8), 5=-581(LC 8) Max Grav 4=163(LC 13), 2=436(LC 1), 5=570(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1041/965 BOT CHORD 2-7=-1074/996, 6-7=-1074/996 WEBS 3-7=-342/371, 3-6=-1150/1240 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); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4, 523 lb uplift at joint 2 and 581 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 82 lb up at 4-4-0, 38 lb down and 82 lb up at 4-4-0, and 64 lb down and 146 lb up at 7-1-15, and 64 lb down and 146 lb up at 7-1-15 on top chord, and 67 lb down and 3 lb up at 1-6-1, 67 lb down and 3 lb up at 1-6-1, 21 lb down and 4 lb up at 4-4-0, 21 lb down and 4 lb up at 4-4-0, and 38 lb down and 50 lb up at 7-1-15, and 38 lb down and 50 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Concentrated Loads (lb) Vert: 12=-3(F=-1, B=-1) 13=-76(F=-38, B=-38) 14=-7(F=-3, B=-3) 15=-20(F=-10, B=-10) 16=-69(F=-34, B=-34) Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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 M11494 Truss KJ7 Truss Type DIAGONAL HIP GIRDER Qty 3 Ply 1 THE WINDSOR Job Reference (optional) T24722019 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:42 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-Icue4X2WtorO9XSXLCw5Pqlt5PdeAUuoGW9hL3ywYJl LOAD CASE(S) Standard 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) 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 M11494 Truss KJC Truss Type Diagonal Hip Girder Qty 1 Ply 1 THE WINDSOR Job Reference (optional) T24722020 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:43 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-mpS0It29e6zEmh1jvwRLy1Hu8ptYvx1yVAuEtVywYJk Scale = 1:21.6 1 2 3 4 9 8 7 17 18 5 19 20 21 62x3 4x5 3x4 4x5 3x4 2x3 3x4 3-0-0 3-0-0 6-6-3 3-6-2 9-10-1 3-3-14 -1-5-0 1-5-0 2-0-11 2-0-11 3-0-0 0-11-5 6-6-3 3-6-2 9-10-1 3-3-14 0-3-152-7-120-3-152-3-132-1-120-6-02.83 12 Plate Offsets (X,Y)-- [2:0-1-7,Edge], [3:0-6-3,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.66 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.52 0.09 (loc) 9 9 6 l/defl >304 >227 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 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 5-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=161(LC 8) Max Uplift 5=-57(LC 8), 2=-379(LC 8), 6=-260(LC 8) Max Grav 5=55(LC 1), 2=541(LC 1), 6=449(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1385/796 BOT CHORD 3-8=-856/1357, 7-8=-856/1357 WEBS 4-8=-189/389, 4-7=-1439/908 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=5ft; 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 57 lb uplift at joint 5, 379 lb uplift at joint 2 and 260 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 49 lb up at 4-4-0, 39 lb down and 49 lb up at 4-4-0, and 64 lb down and 109 lb up at 7-1-15, and 64 lb down and 109 lb up at 7-1-15 on top chord, and 9 lb down and 6 lb up at 1-6-1, 9 lb down and 6 lb up at 1-6-1, 31 lb down and 34 lb up at 4-4-0, 31 lb down and 34 lb up at 4-4-0, and 49 lb down and 43 lb up at 7-1-15, and 49 lb down and 43 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 9-11=-20, 6-14=-20 Concentrated Loads (lb) Vert: 17=-11(F=-6, B=-6) 18=-60(F=-30, B=-30) 19=-7(F=-3, B=-3) 20=-51(F=-26, B=-26) 21=-95(F=-48, B=-48) VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 19,2021 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