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HomeMy WebLinkAboutAPPROVED Truss Cutsheets - Royale(1)6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: M11499 - ROYALE W/ COFFER Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 165 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 32 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 Royale with coffer Model: The Royale 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 22,2021 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 T24762347 A Date 7/22/212T24762348A17/22/213T24762349A27/22/214T24762350A37/22/215T24762351A47/22/216T24762352A67/22/217T24762353B7/22/218T24762354BH77/22/219T24762355GRA7/22/2110T24762356GRB7/22/2111T24762357GRC7/22/2112T24762358J17/22/2113T24762359J27/22/2114T24762360J37/22/21 No.Seal#Truss Name 15 T24762361 J4 Date 7/22/2116T24762362J4C7/22/2117T24762363J57/22/2118T24762364J5P7/22/2119T24762365J67/22/2120T24762366J6C7/22/2121T24762367J87/22/2122T24762368J8C7/22/2123T24762369JA7/22/2124T24762370JB7/22/2125T24762371JC7/22/2126T24762372KJ57/22/2127T24762373KJ87/22/2128T24762374KJA7/22/21 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 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: M11499 - ROYALE W/ COFFER 2 of 2 Site Information: Lot/Block: . Customer Info: Wynne Development Project Name: The Royale with coffer Model: The Royale with coffer Subdivision: . Address: Unknown, . State: FLCity: St Lucie County No.Seal#Truss Name 29 T24762375 KJB Date 7/22/2130T24762376KJC7/22/2131T24762377MV27/22/2132T24762378MV47/22/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job M11499 Truss A Truss Type Common Qty 10 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762347 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:03 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-kU6AyJ84nJFISbGI_BAQwDtYprkz_TiOHTuNuyyvrbE Scale = 1:59.3 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 4x5 5x6 WB 3x8 3x8 5x6 WB 4x5 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 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 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.76 0.14 0.33 (loc) 14-15 14-15 10 14-15 l/defl >999 >550 n/a >999 L/d 360 240 n/a 240 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 4-7-2 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-162(LC 10) Max Uplift 2=-775(LC 12), 10=-775(LC 12) Max Grav 2=1513(LC 19), 10=1513(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3730/2425, 3-5=-3113/2022, 5-6=-3108/2133, 6-7=-3108/2133, 7-9=-3113/2022, 9-10=-3730/2425 BOT CHORD 2-17=-2160/3538, 15-17=-2160/3538, 14-15=-1204/2256, 12-14=-2168/3509, 10-12=-2168/3509 WEBS 6-14=-684/1124, 7-14=-237/265, 9-14=-758/637, 6-15=-684/1124, 5-15=-237/265, 3-15=-758/637 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=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2R) 17-6-0 to 20-6-0, Interior(1) 20-6-0 to 36-0-0 zone;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 22,2021 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 M11499 Truss A1 Truss Type Roof Special Qty 9 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762348 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:04 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-CggYAf9iYdN94lrUXvhfTQQeDF3gjxkXV7dwQPyvrbD Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 11 14 13 1223 24 25 26 27 28 4x6 5x12 MT18HS 5x8 MT18HS 3x6 5x12 MT18HS 3x10 3x4 3x4 3x4 3x4 7x10 MT18HS 3x4 3x4 3x4 0-5-37-8-0 7-8-0 13-7-8 5-11-8 23-11-12 10-4-4 35-0-0 11-0-4 -1-0-0 1-0-0 7-8-0 7-8-0 13-7-8 5-11-8 17-6-0 3-10-8 23-11-12 6-5-12 26-9-10 2-9-14 35-0-0 8-2-6 36-0-0 1-0-0 0-3-156-1-150-3-151-8-114.00 12 2.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [8:0-4-0,Edge], [10:0-1-6,0-0-7] 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 0.94 0.87 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.93 -1.67 0.38 0.78 (loc) 12-13 12-13 10 12-13 l/defl >453 >252 n/a >539 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 160 lb FT = 0% GRIP 244/190 244/190 LUMBER- TOP CHORD 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 2-2-0 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-162(LC 10) Max Uplift 2=-825(LC 12), 10=-825(LC 12) Max Grav 2=1459(LC 19), 10=1459(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3630/2622, 3-5=-2855/2124, 5-6=-2828/2232, 6-7=-5912/4295, 7-9=-5881/4153, 9-10=-6234/4503 BOT CHORD 2-14=-2357/3451, 13-14=-2357/3451, 12-13=-1537/2427, 10-12=-4187/5970 WEBS 3-14=0/265, 3-13=-883/693, 5-13=-252/340, 6-13=-380/630, 6-12=-2599/3799, 7-12=-274/394, 9-12=-399/454 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2R) 17-6-0 to 20-6-0, Interior(1) 20-6-0 to 36-0-0 zone;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 22,2021 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 M11499 Truss A2 Truss Type Hip Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762349 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:06 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-93nJbLAy4EdtJ3?tfJj7YrV0r3jgBpkqzR61VHyvrbB Scale = 1:62.3 1 2 3 32 4 5 6 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 33 34 35 4x6 5x6 5x6 5x8 MT18HS 5x8 3x12 7x8 7x8 MT18HS 4x10 5x10 4x4 4x10 4x6 2-2-0 2-2-0 7-0-0 4-10-0 11-10-0 4-10-0 13-7-8 1-9-8 16-0-0 2-4-8 19-0-0 3-0-0 23-11-12 4-11-12 29-0-2 5-0-6 35-0-0 5-11-14 -1-0-0 1-0-0 2-2-0 2-2-0 7-0-0 4-10-0 11-10-0 4-10-0 13-7-8 1-9-8 16-0-0 2-4-8 19-0-0 3-0-0 23-8-4 4-8-4 24-0-1 0-3-13 29-0-2 5-0-1 35-0-0 5-11-14 36-0-0 1-0-0 0-3-155-7-150-3-151-8-110-6-05-7-154.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-5-2,0-0-0], [6:0-3-0,Edge], [12:0-4-0,Edge], [14:0-2-10,Edge], [21:0-2-12,0-3-4] 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 0.97 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.60 -1.11 0.50 0.83 (loc) 17 16-17 14 17 l/defl >699 >375 n/a >504 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 199 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-23: 2x6 SP No.2, 3-21: 2x4 SP M 31, 7-20: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 LBR SCAB 1-4 2x4 SP M 30 one side BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 11-18 REACTIONS. (size)2=0-8-0, 14=0-8-0 Max Horz 2=150(LC 11) Max Uplift 2=-830(LC 12), 14=-821(LC 12) Max Grav 2=1366(LC 1), 14=1343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-398/380, 3-5=-4191/3446, 5-7=-3053/2621, 7-8=-2961/2656, 8-9=-2481/2308, 9-10=-2500/2262, 10-11=-2661/2320, 11-13=-5239/4268, 13-14=-5752/4610 BOT CHORD 3-22=-3186/4006, 21-22=-3186/4006, 19-20=-373/408, 18-19=-1700/2274, 17-18=-3776/4885, 16-17=-4308/5483, 14-16=-4294/5468 WEBS 5-22=-120/352, 5-21=-1242/1028, 19-21=-1486/2012, 8-21=-1048/1256, 8-19=-1140/1027, 9-18=-373/563, 10-18=-468/621, 11-18=-2695/2238, 13-17=-544/425, 9-19=-295/329, 11-17=-1354/1856 NOTES- 1) Attached 8-0-0 scab 1 to 4, front face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-2-12 from end at joint 1, nail 2 row(s) at 3" o.c. for 4-3-3; 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=12ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 16-0-0, Exterior(2E) 16-0-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 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) 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=830, 14=821. 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 22,2021 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 M11499 Truss A3 Truss Type Hip Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762350 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:07 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-dFLhohBbrYlkxCa3D1EM4329pS3vwE6zB5sa1jyvrbA Scale = 1:61.3 1 2 3 28 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 29 30 31 32 33 34 5x10 5x8 MT18HS 5x8 3x12 7x8 5x6 7x8 MT18HS 4x10 2-2-0 2-2-0 7-0-0 4-10-0 11-10-0 4-10-0 13-7-8 1-9-8 21-0-0 7-4-8 23-11-12 2-11-12 29-0-0 5-0-4 35-0-0 6-0-0 -1-0-0 1-0-0 2-2-0 2-2-0 7-0-0 4-10-0 11-10-0 4-10-0 14-0-0 2-2-0 21-0-0 7-0-0 27-6-2 6-6-2 35-0-0 7-5-14 36-0-0 1-0-0 0-3-154-11-150-3-151-8-110-6-04-11-154.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-5-6,0-0-0], [7:0-6-8,0-2-8], [8:0-4-0,0-2-3], [10:0-2-10,Edge], [17:0-2-12,0-3-4] 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 0.92 0.97 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.58 -1.08 0.48 0.80 (loc) 13 12-13 10 13 l/defl >724 >386 n/a >522 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 189 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-19: 2x6 SP No.2, 3-17: 2x4 SP M 31, 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 LBR SCAB 1-4 2x4 SP M 30 one side BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=132(LC 11) Max Uplift 2=-830(LC 12), 10=-821(LC 12) Max Grav 2=1366(LC 1), 10=1343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-397/389, 3-5=-4192/3509, 5-6=-3051/2666, 6-7=-2949/2692, 7-8=-3140/2807, 8-9=-5117/4291, 9-10=-5735/4719 BOT CHORD 3-18=-3249/4007, 17-18=-3249/4007, 15-16=-377/388, 14-15=-1853/2390, 13-14=-2484/3201, 12-13=-4555/5465, 10-12=-4399/5451 WEBS 5-18=-120/351, 5-17=-1245/1052, 15-17=-1449/1972, 7-17=-1060/1213, 7-15=-878/779, 7-14=-707/953, 8-14=-449/472, 8-13=-1878/2326, 9-13=-633/726 NOTES- 1) Attached 8-0-0 scab 1 to 4, front face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-2-12 from end at joint 1, nail 2 row(s) at 3" o.c. for 4-3-3; 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=12ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-0-0, Exterior(2R) 14-0-0 to 18-2-15, Interior(1) 18-2-15 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 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) 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) 10 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=830, 10=821. 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 22,2021 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 M11499 Truss A4 Truss Type Hip Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762351 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:09 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-ZeTRDMDrM9?RBWkSKSHqAU7X5GkAO7HGfPLh6cyvrb8 Scale = 1:61.3 1 2 3 29 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 30 31 32 33 34 35 5x8 MT18HS 5x8 3x12 7x8 5x6 7x8 MT18HS 4x10 5x10 3x8 3x8 2-2-0 2-2-0 7-1-0 4-11-0 11-10-0 4-9-0 13-7-8 1-9-8 18-3-12 4-8-4 23-11-12 5-8-0 29-0-0 5-0-4 35-0-0 6-0-0 -1-0-0 1-0-0 2-2-0 2-2-0 7-1-0 4-11-0 12-0-0 4-11-0 13-7-8 1-7-8 18-3-12 4-8-4 23-0-0 4-8-4 28-6-2 5-6-2 35-0-0 6-5-14 36-0-0 1-0-0 0-3-154-3-150-3-151-8-110-6-04-3-154.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-5-6,0-0-0], [9:0-4-0,0-2-3], [11:0-2-10,Edge], [18:0-2-12,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 0.81 0.98 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.59 -1.11 0.48 0.81 (loc) 14-15 14-15 11 14-15 l/defl >713 >376 n/a >514 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 188 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-20: 2x6 SP No.2, 3-18: 2x4 SP M 31, 6-17: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 LBR SCAB 1-4 2x4 SP M 30 one side BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=115(LC 11) Max Uplift 2=-830(LC 12), 11=-821(LC 12) Max Grav 2=1366(LC 1), 11=1343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-397/389, 3-5=-4172/3504, 5-6=-3049/2636, 6-7=-2807/2524, 7-8=-3475/3052, 8-9=-3475/3052, 9-10=-5166/4292, 10-11=-5753/4774 BOT CHORD 3-19=-3243/3986, 18-19=-3243/3986, 6-18=-692/852, 16-17=-342/378, 15-16=-2106/2699, 14-15=-3286/4178, 13-14=-4536/5493, 11-13=-4459/5470 WEBS 5-19=-118/353, 5-18=-1230/1094, 16-18=-1820/2379, 7-18=-283/373, 7-16=-1100/913, 7-15=-788/1017, 8-15=-273/351, 9-15=-800/642, 9-14=-1477/1938, 10-14=-583/655 NOTES- 1) Attached 8-0-0 scab 1 to 4, back face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-2-12 from end at joint 1, nail 2 row(s) at 3" o.c. for 4-3-3; 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=12ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-0-0, Exterior(2R) 12-0-0 to 16-2-15, Interior(1) 16-2-15 to 23-0-0, Exterior(2R) 23-0-0 to 27-2-15, Interior(1) 27-2-15 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) 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=830, 11=821. 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 22,2021 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 M11499 Truss A6 Truss Type Hip Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762352 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:11 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-V0bCe2E5umF9QquqStJIFvC_m4aZs9GZ6jqoAVyvrb6 Scale = 1:61.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 32 33 34 35 36 37 38 39 40 41 5x8 5x8 3x5 3x5 5x8 3x6 4x8 3x6 3x5 2-2-0 2-2-0 6-1-0 3-11-0 10-0-0 3-11-0 11-10-0 1-10-0 13-4-0 1-6-0 18-5-0 5-1-0 25-0-0 6-7-0 35-0-0 10-0-0 -1-0-0 1-0-0 2-2-0 2-2-0 6-1-0 3-11-0 10-0-0 3-11-0 11-10-0 1-10-0 18-5-0 6-7-0 25-0-0 6-7-0 29-7-2 4-7-2 35-0-0 5-4-14 36-0-0 1-0-0 0-3-153-7-150-3-150-6-03-7-154.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-6], [5:0-5-4,0-2-8], [8:0-5-4,0-2-8], [10:0-0-10,Edge], [17:0-2-8,0-2-4] 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 0.35 0.35 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 0.04 0.10 (loc) 12-31 12-31 15 20 l/defl >803 >388 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 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 6-0-0 oc bracing. REACTIONS.All bearings 21-8-0 except (jt=length) 2=0-8-0. (lb) - Max Horz 2=97(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-240(LC 12), 14=-181(LC 12), 12=-336(LC 12), 15=-637(LC 12), 10=-241(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=326(LC 21), 14=340(LC 22), 12=667(LC 22), 15=1264(LC 21), 15=1241(LC 1), 10=334(LC 22), 10=310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-279/286, 4-5=-245/465, 5-6=-756/1088, 6-7=-740/1074, 7-8=-273/505, 8-9=-186/339, 9-10=-291/311 BOT CHORD 3-19=-165/269, 18-19=-165/269, 17-18=-413/451, 14-15=-356/311, 12-14=-299/401, 10-12=-209/269 WEBS 5-18=-200/330, 5-17=-919/777, 7-17=-700/545, 8-14=-310/197, 8-12=-309/362, 9-12=-518/630, 15-17=-1234/1034, 6-17=-223/304, 4-18=-704/671 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=12ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-0-0, Exterior(2R) 10-0-0 to 14-2-15, Interior(1) 14-2-15 to 25-0-0, Exterior(2R) 25-0-0 to 29-2-15, Interior(1) 29-2-15 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 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 240 lb uplift at joint 2, 181 lb uplift at joint 14, 336 lb uplift at joint 12, 637 lb uplift at joint 15, 241 lb uplift at joint 10 and 241 lb uplift at joint 10. 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 22,2021 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 M11499 Truss B Truss Type Common Qty 3 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762353 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:12 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-zC9arOFjf4N02_S1?aqXn6l8UTw7bhKjLNZLixyvrb5 Scale = 1:24.5 1 2 3 4 5 13 14 15 16 2x3 3x4 4x4 2x3 5x6 6-11-0 6-11-0 13-10-0 6-11-0 -1-0-0 1-0-0 6-11-0 6-11-0 13-10-0 6-11-0 0-3-152-7-100-3-154.00 12 Plate Offsets (X,Y)-- [4:0-2-6,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-MS 0.41 0.33 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.01 0.11 (loc) 5-9 5-9 4 5-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 48 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 7-3-8 oc bracing. REACTIONS. (size)4=0-8-0, 2=0-8-0 Max Horz 2=70(LC 11) Max Uplift 4=-292(LC 12), 2=-377(LC 12) Max Grav 4=510(LC 1), 2=568(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-967/1004, 3-4=-966/1026 BOT CHORD 2-5=-858/883, 4-5=-858/883 WEBS 3-5=-84/315 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=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-0, Exterior(2R) 6-11-0 to 9-11-0, Interior(1) 9-11-0 to 13-10-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 4 and 377 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 22,2021 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 M11499 Truss BH7 Truss Type Common Supported Gable Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762354 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:13 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-RPjy3kGMQOVtf71DZILmKKIEQtDgK41sa1JuFNyvrb4 Scale = 1:62.6 1 2 3 4 6 8 9 12 14 16 19 22 24 26 27 28 29 5 7 10 11 13 15 17 18 20 21 23 25 35 34 33 32 31 30 44 45 3x5 4x6 4x6 5x6 4x6 5x12 5x6 5x12 3x8 4x6 3x6 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 35-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 9-6-0 2-6-0 11-6-0 2-0-0 13-6-0 2-0-0 14-0-0 0-6-0 15-6-0 1-6-0 17-6-0 2-0-0 19-6-0 2-0-0 21-0-0 1-6-0 21-6-0 0-6-0 23-6-0 2-0-0 25-6-0 2-0-0 28-0-0 2-6-0 35-0-0 7-0-0 36-0-0 1-0-0 0-3-152-7-156-1-150-3-152-7-154.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [6:0-3-0,Edge], [24:0-3-0,Edge], [28:0-0-2,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 0.72 0.56 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.67 0.14 0.51 (loc) 32-33 32-33 28 32-33 l/defl >999 >628 n/a >826 L/d 360 240 n/a 240 PLATES MT20 Weight: 211 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-11 oc bracing. JOINTS 1 Brace at Jt(s): 11, 18, 15, 7, 23 REACTIONS. (size)2=0-8-0, 28=0-8-0 Max Horz 2=-162(LC 10) Max Uplift 2=-825(LC 12), 28=-825(LC 12) Max Grav 2=1349(LC 1), 28=1349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3392/2710, 3-4=-1213/961, 4-8=-1156/955, 8-9=-1144/986, 9-12=-1122/1023, 12-14=-1125/1078, 14-16=-1124/1079, 16-19=-1121/1025, 19-22=-1145/988, 22-26=-1157/957, 26-27=-1214/962, 27-28=-3393/2711, 3-5=-2373/2084, 5-7=-2376/2088, 7-10=-2376/2088, 10-11=-2376/2088, 11-13=-2376/2088, 13-15=-2376/2088, 15-17=-2376/2088, 17-18=-2376/2088, 18-20=-2368/2087, 20-23=-2368/2087, 23-25=-2368/2087, 25-27=-2364/2083 BOT CHORD 2-35=-2456/3190, 33-35=-2459/3166, 32-33=-2693/3448, 30-32=-2461/3167, 28-30=-2459/3191 WEBS 3-35=0/284, 27-30=0/285, 3-33=-251/336, 18-33=-337/473, 27-32=-248/351, 14-15=-401/437 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=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2R) 17-6-0 to 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 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 825 lb uplift at joint 2 and 825 lb uplift at joint 28. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE), SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE, OR CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 22,2021 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 M11499 Truss GRA Truss Type Hip Girder Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762355 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:15 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-OnqiUQHcy?lbvRBchiOEPlNithx1o2o91Lo?JGyvrb2 Scale = 1:28.3 1 2 3 4 5 6 7 8 12 11 10 9 21 22 23 24 25 26 2x3 4x10 4x4 4x4 4x10 2x3 3x4 3x4 2x3 3x4 3x4 2x3 4-1-8 4-1-8 5-7-3 1-5-11 8-2-13 2-7-9 9-8-8 1-5-11 13-10-0 4-1-8 -1-0-0 1-0-0 4-1-8 4-1-8 5-7-3 1-5-11 8-2-13 2-7-9 9-8-8 1-5-11 13-10-0 4-1-8 14-10-0 1-0-0 0-3-151-8-71-11-150-3-151-11-154.00 12 2.37 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 0.21 0.38 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.12 0.03 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 61 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 4-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-8 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=50(LC 24) Max Uplift 2=-610(LC 8), 7=-610(LC 8) Max Grav 2=930(LC 17), 7=930(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2228/1379, 3-4=-2178/1418, 4-5=-2137/1389, 5-6=-2178/1418, 6-7=-2228/1379 BOT CHORD 2-12=-1262/2092, 11-12=-1260/2102, 10-11=-1352/2137, 9-10=-1260/2102, 7-9=-1262/2092 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=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 610 lb uplift at joint 2 and 610 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 121 lb up at 4-1-8, 93 lb down and 135 lb up at 5-0-0, 97 lb down and 140 lb up at 5-7-3, 78 lb down and 122 lb up at 5-11-0, 78 lb down and 122 lb up at 7-11-0, 97 lb down and 140 lb up at 8-2-13, and 93 lb down and 135 lb up at 8-10-0, and 79 lb down and 121 lb up at 9-8-8 on top chord, and 38 lb down and 24 lb up at 4-1-8, 43 lb down and 22 lb up at 5-0-0, 56 lb down and 31 lb up at 5-7-3, 44 lb down and 21 lb up at 5-11-0, 44 lb down and 21 lb up at 7-11-0, 56 lb down and 31 lb up at 8-2-13, and 43 lb down and 22 lb up at 8-10-0, and 38 lb down and 24 lb up at 9-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-8=-54, 15-18=-20 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 22,2021 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 M11499 Truss GRA Truss Type Hip Girder Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762355 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:15 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-OnqiUQHcy?lbvRBchiOEPlNithx1o2o91Lo?JGyvrb2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-15(B) 4=-73(B) 5=-73(B) 6=-15(B) 12=-26(B) 11=-92(B) 10=-92(B) 9=-26(B) 21=-53(B) 22=-65(B) 23=-65(B) 24=-53(B) 25=-36(B) 26=-36(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 M11499 Truss GRB Truss Type Roof Special Girder Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762356 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:18 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-oMWr6RKUFw7AmvwBMrxx1N?APuzn?CubjJ0fwbyvrb? Scale = 1:67.1 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 3x4 5x8 5x6 5x6 3x4 3x5 3x6 3x4 4x12 3x4 4x12 3x6 5x6 3x8 3x4 3x8 3x8 3x4 3x4 3x6 3x5 5-0-0 5-0-0 10-3-0 5-3-0 15-6-0 5-3-0 18-6-0 3-0-0 21-6-0 3-0-0 26-2-0 4-8-0 30-2-2 4-0-2 35-0-0 4-9-14 -1-0-0 1-0-0 5-0-0 5-0-0 10-3-0 5-3-0 15-6-0 5-3-0 18-6-0 3-0-0 21-6-0 3-0-0 26-2-0 4-8-0 28-1-0 1-11-0 31-1-10 3-0-10 35-0-0 3-10-6 36-0-0 1-0-0 0-3-151-11-152-7-100-3-151-11-154.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-8], [5:0-5-12,0-2-0], [6:0-3-0,0-3-0], [20:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.37 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.02 0.12 (loc) 20-21 20-21 18 20-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 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 5-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-8-0. (lb) - Max Horz 2=69(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-552(LC 8), 18=-1130(LC 8), 16=-686(LC 8), 11=-340(LC 25) Max Grav All reactions 250 lb or less at joint(s) except 2=830(LC 17), 18=1661(LC 17), 16=852(LC 1), 11=475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1908/1162, 3-4=-1453/934, 4-5=-1453/934, 5-6=-133/545, 6-7=-133/545, 7-8=-520/389, 8-9=-591/459, 9-10=-770/508, 10-11=-888/568 BOT CHORD 2-21=-1014/1786, 20-21=-1017/1809, 18-20=-917/635, 17-18=-917/635, 16-17=-519/376, 14-16=-519/376, 13-14=-233/480, 11-13=-465/830 WEBS 3-21=-45/355, 3-20=-378/233, 4-20=-468/425, 5-20=-1519/2484, 5-18=-1430/1061, 5-17=-518/489, 7-16=-691/586, 7-14=-565/1043, 8-14=-321/295, 9-13=-173/344 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=12ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at joint 2, 1130 lb uplift at joint 18, 686 lb uplift at joint 16 and 340 lb uplift at joint 11. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 251 lb down and 293 lb up at 5-0-0, 105 lb down and 122 lb up at 7-1-13, 105 lb down and 122 lb up at 9-1-13, 105 lb down and 122 lb up at 11-1-13, 105 lb down and 122 lb up at 13-1-13, 105 lb down and 122 lb up at 15-1-13, 101 lb down and 137 lb up at 17-1-13, and 101 lb down and 137 lb up at 19-1-13, and 101 lb down and 137 lb up at 21-0-13 on top chord, and 111 lb down and 68 lb up at 5-0-0, 44 lb down and 21 lb up at 7-1-13, 44 lb down and 21 lb up at 9-1-13, 44 lb down and 21 lb up at 11-1-13, 44 lb down and 21 lb up at 13-1-13, 44 lb down and 21 lb up at 15-1-13, 47 lb down and 108 lb up at 17-1-13, and 47 lb down and 108 lb up at 19-1-13, and 47 lb down and 108 lb up at 21-0-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 22,2021 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 M11499 Truss GRB Truss Type Roof Special Girder Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762356 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:18 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-oMWr6RKUFw7AmvwBMrxx1N?APuzn?CubjJ0fwbyvrb? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-9=-54, 9-12=-54, 24-27=-20 Concentrated Loads (lb) Vert: 3=-154(F) 21=-109(F) 30=-65(F) 31=-65(F) 32=-65(F) 34=-65(F) 35=-65(F) 36=-61(F) 37=-61(F) 38=-61(F) 41=-39(F) 42=-39(F) 43=-39(F) 44=-39(F) 45=-39(F) 46=-43(F) 47=-43(F) 48=-43(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 M11499 Truss GRC Truss Type HIP GIRDER Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762357 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:20 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-klebX7LlnXOu?C4ZTGzP6o4PeiZiT6cuBcVmzTyvraz Scale = 1:61.3 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 2120 19 18 17 16 15 14 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 5x12 MT18HS 3x6 5x8 MT18HS 3x5 3x5 7x14 4x6 6x8 5x10 4x12 3x8 5x6 4x10 3x8 2-2-0 2-2-0 5-1-0 2-11-0 8-0-0 2-11-0 11-10-0 3-10-0 13-8-0 1-10-0 16-10-11 3-2-11 18-1-5 1-2-11 21-11-5 3-10-0 27-0-0 5-0-11 30-7-2 3-7-2 35-0-0 4-4-14 -1-0-0 1-0-0 2-2-0 2-2-0 5-1-0 2-11-0 8-0-0 2-11-0 11-10-0 3-10-0 13-8-0 1-10-0 16-10-11 3-2-11 18-1-5 1-2-11 21-11-5 3-10-0 27-0-0 5-0-11 30-7-2 3-7-2 35-0-0 4-4-14 36-0-0 1-0-0 0-3-152-11-150-3-150-6-02-11-154.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-4], [5:0-9-0,0-2-8], [7:0-3-8,0-2-0], [10:0-4-0,0-2-3], [12:0-4-0,Edge], [21:0-4-12,0-2-4], [22:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.79 0.66 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.45 -0.31 0.11 (loc) 15-17 15-17 12 l/defl >564 >821 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 180 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 *Except* 6-19: 2x6 SP No.2, 7-21: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-5-11 oc bracing. WEBS 1 Row at midpt 5-21, 9-18 REACTIONS. (size)2=0-8-0, 19=0-8-0, 12=0-8-0 Max Horz 2=79(LC 24) Max Uplift 2=-149(LC 8), 19=-4434(LC 8), 12=-1752(LC 8) Max Grav 2=423(LC 29), 19=4497(LC 1), 12=1409(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-939/0, 4-5=-670/20, 5-6=-2847/3295, 6-7=-2949/3362, 7-9=-150/1124, 9-10=-3194/4116, 10-11=-3369/4274, 11-12=-3658/4542 BOT CHORD 3-23=0/957, 22-23=0/957, 21-22=-17/786, 18-19=-1482/1308, 17-18=-3308/2551, 15-17=-3308/2551, 14-15=-4227/3447, 12-14=-4227/3447 WEBS 4-22=-676/282, 5-22=-782/1305, 5-21=-3867/2882, 9-18=-2818/3090, 9-17=-781/603, 9-15=-715/807, 10-15=-541/369, 11-15=-388/559, 19-21=-4491/4356, 6-21=-379/353, 7-18=-2073/1796, 18-21=-1838/1419, 7-21=-3758/4283 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=12ft; B=45ft; L=24ft; 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) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 2, 4434 lb uplift at joint 19 and 1752 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 22,2021 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 M11499 Truss GRC Truss Type HIP GIRDER Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762357 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:20 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-klebX7LlnXOu?C4ZTGzP6o4PeiZiT6cuBcVmzTyvraz NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 191 lb up at 8-0-0, 20 lb down and 54 lb up at 10-0-12, 43 lb down and 100 lb up at 12-0-12, 43 lb down and 100 lb up at 14-0-12, 43 lb down and 100 lb up at 16-0-12, 43 lb down and 100 lb up at 17-6-0, 43 lb down and 100 lb up at 18-11-4, 43 lb down and 100 lb up at 20-11-4, 43 lb down and 100 lb up at 22-11-4, and 43 lb down and 100 lb up at 24-11-4, and 494 lb down and 743 lb up at 27-0-0 on top chord, and 714 lb down and 501 lb up at 8-0-0, 232 lb down and 162 lb up at 10-0-12, 187 lb down and 287 lb up at 11-10-0, 187 lb down and 258 lb up at 14-0-12, 187 lb down and 246 lb up at 16-0-12, 187 lb down and 246 lb up at 17-6-0, 187 lb down and 246 lb up at 18-11-4, 187 lb down and 246 lb up at 20-11-4, 187 lb down and 246 lb up at 22-11-4, and 187 lb down and 246 lb up at 24-11-4, and 352 lb down and 419 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-10=-54, 10-13=-54, 24-27=-20, 21-30=-20, 20-33=-20 Concentrated Loads (lb) Vert: 5=-42(B) 10=-447(B) 16=-187(B) 22=-714(B) 15=-352(B) 38=-29(B) 39=-29(B) 40=-29(B) 41=-29(B) 42=-29(B) 43=-29(B) 44=-29(B) 46=-29(B) 47=-232(B) 48=-187(B) 49=-187(B) 50=-187(B) 51=-187(B) 52=-187(B) 53=-187(B) 54=-187(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 M11499 Truss J1 Truss Type Jack-Open Qty 2 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762358 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:21 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:Jw_d4CNXcRg56HGAVSnKY9ywCyi-CxBzkTMNYrWkdMel1zUef0djf630CnP1PGFJWvyvray Scale = 1:6.1 1 2 3 4 2x3 3x4 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-3-150-7-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.19 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 6 6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 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 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=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3 and 140 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 22,2021 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 M11499 Truss J2 Truss Type JACK-OPEN Qty 4 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762359 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:22 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-h8lMypN?J8ebEWDybh0tBDAuPVNoxEfBew_t2Myvrax Scale = 1:7.8 1 2 3 4 2x3 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-3-150-11-150-7-120-11-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.19 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 8 8 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 9 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 2-0-0 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=67(LC 12) Max Uplift 3=-39(LC 12), 2=-177(LC 12), 4=-33(LC 9) Max Grav 3=38(LC 1), 2=141(LC 1), 4=31(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=12ft; B=45ft; L=24ft; 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 39 lb uplift at joint 3, 177 lb uplift at joint 2 and 33 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 22,2021 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 M11499 Truss J3 Truss Type Jack-Open Qty 2 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762360 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:23 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-9KJk99Od3SmSsgo89OX6kRi3CvinghvKtakQaoyvraw Scale = 1:9.4 1 2 9 3 4 2x3 3x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-3-151-3-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.25 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.01 (loc) 8 4-8 3 4-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-54(LC 12), 2=-146(LC 12), 4=-4(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=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3, 146 lb uplift at joint 2 and 4 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 22,2021 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 M11499 Truss J4 Truss Type JACK-OPEN Qty 2 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762361 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:23 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-9KJk99Od3SmSsgo89OX6kRiukvWTghvKtakQaoyvraw Scale = 1:11.1 1 2 9 10 3 11 4 2x3 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-3-151-7-151-3-121-7-154.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.92 0.98 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.02 -0.00 (loc) 4-8 4-8 3 l/defl >523 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 15 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-95(LC 12), 2=-242(LC 12), 4=-72(LC 12) Max Grav 3=89(LC 1), 2=207(LC 1), 4=68(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=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-11-4 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 95 lb uplift at joint 3, 242 lb uplift at joint 2 and 72 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 22,2021 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 M11499 Truss J4C Truss Type Jack-Open Qty 2 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762362 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:24 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-dWt6MVOFqmuJUqNKi52LHeF6BJzhP79U6ET_6Eyvrav Scale = 1:11.1 1 2 3 6 11 4 5 2x3 3x4 3x4 4x6 2-2-0 2-2-0 4-0-0 1-10-0 -1-0-0 1-0-0 2-2-0 2-2-0 4-0-0 1-10-0 0-3-151-7-151-1-151-3-120-6-04.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-15] 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-MR 0.75 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.02 0.05 (loc) 6 6 5 6 l/defl >999 >999 n/a >924 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 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 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=104(LC 12) Max Uplift 4=-64(LC 12), 2=-161(LC 12), 5=-22(LC 12) Max Grav 4=81(LC 1), 2=207(LC 1), 5=62(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=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-4, Interior(1) 2-0-4 to 3-11-4 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 64 lb uplift at joint 4, 161 lb uplift at joint 2 and 22 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 22,2021 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 M11499 Truss J5 Truss Type JACK-OPEN Qty 8 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762363 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:25 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-5jRUaqPtb30A5zyXGpZapsoNRjFb8aPdKuDXfhyvrau Scale = 1:12.7 1 2 9 3 4 2x3 3x4 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-3-151-11-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.33 0.81 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 -0.00 0.08 (loc) 4-8 4-8 3 4-8 l/defl >999 >999 n/a >761 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=123(LC 12) Max Uplift 3=-106(LC 12), 2=-177(LC 12), 4=-7(LC 12) Max Grav 3=119(LC 1), 2=242(LC 1), 4=84(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;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 106 lb uplift at joint 3, 177 lb uplift at joint 2 and 7 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 22,2021 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 M11499 Truss J5P Truss Type JACK-OPEN Qty 3 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762364 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:26 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-Zv?snAQVMN81j7XjqW4pM3KWt7gat1fmZYy4B7yvrat 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 0-3-151-11-154.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.48 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.05 -0.00 (loc) 4-8 4-8 3 l/defl >345 >999 n/a L/d 240 240 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=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; 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 22,2021 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 M11499 Truss J6 Truss Type JACK-OPEN Qty 2 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762365 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:27 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-15ZF?WR87hGuLH6vOEb2uHthiW_NcQOwoCiejZyvras Scale = 1:14.3 1 2 3 6 11 12 4 13 14 5 2x3 4x5 6x8 2x3 6-0-0 6-0-0 -1-0-0 1-0-0 3-8-8 3-8-8 6-0-0 2-3-8 0-3-152-3-151-11-122-3-154.00 12 Plate Offsets (X,Y)-- [2:0-1-10,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 0.48 0.53 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.06 -0.00 (loc) 6-10 6-10 5 l/defl >344 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 25 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 6-4-3 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=142(LC 12) Max Uplift 4=-25(LC 12), 2=-315(LC 12), 5=-235(LC 12) Max Grav 4=40(LC 17), 2=278(LC 1), 5=185(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-240/586 BOT CHORD 2-6=-817/225 WEBS 3-6=-267/969 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-11-4 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 25 lb uplift at joint 4, 315 lb uplift at joint 2 and 235 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 22,2021 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 M11499 Truss J6C Truss Type Jack-Open Qty 2 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762366 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:28 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-VH7dCsRmu_OlyRh6xx7HRUPtEwK?Lx830sRBG0yvrar Scale = 1:14.3 1 2 3 6 11 4 5 2x3 3x4 3x4 4x10 2-2-0 2-2-0 6-0-0 3-10-0 -1-0-0 1-0-0 2-2-0 2-2-0 6-0-0 3-10-0 0-3-152-3-151-9-151-11-120-6-04.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 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-MR 0.43 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 -0.06 0.17 (loc) 3-5 3-5 5 3-5 l/defl >999 >609 n/a >412 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 *Except* 3-5: 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 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=142(LC 12) Max Uplift 4=-113(LC 12), 2=-193(LC 12), 5=-25(LC 12) Max Grav 4=131(LC 1), 2=278(LC 1), 5=100(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 3-6=-268/226 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-4, Interior(1) 2-0-4 to 5-11-4 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 113 lb uplift at joint 4, 193 lb uplift at joint 2 and 25 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 22,2021 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 M11499 Truss J8 Truss Type JACK-OPEN Qty 9 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762367 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:29 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-zUg?QCSOfIWcabGIVfeW_iy49KkP4GrDFWBloSyvraq Scale = 1:17.6 1 2 3 7 6 12 13 4 14 15 5 2x3 3x4 6x8 3x5 2x3 4-3-2 4-3-2 7-0-0 2-8-14 8-0-0 1-0-0 -1-0-0 1-0-0 4-3-2 4-3-2 8-0-0 3-8-14 0-3-152-11-152-7-122-11-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.29 0.31 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.02 -0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 35 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 5-1-6 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=180(LC 12) Max Uplift 4=-85(LC 12), 2=-391(LC 12), 5=-267(LC 12) Max Grav 4=83(LC 1), 2=351(LC 1), 5=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-528/1545 BOT CHORD 2-7=-1713/487, 6-7=-1713/487 WEBS 3-6=-522/1839, 3-7=-682/192 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-11-4 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 85 lb uplift at joint 4, 391 lb uplift at joint 2 and 267 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 22,2021 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 M11499 Truss J8C Truss Type Jack-Open Qty 2 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762368 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:30 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:kFvnsn0wY4I9ZhO_nM3Ic6yIJ9g-SgENdYT0QceTClrU3M9lWvVBXkxUpmTMUAwIKuyvrap Scale = 1:18.5 1 2 3 4 8 7 13 5 6 2x3 3x4 3x4 4x6 3x4 2x3 2-2-0 2-2-0 8-0-0 5-10-0 -1-0-0 1-0-0 2-2-0 2-2-0 4-11-4 2-9-4 8-0-0 3-0-12 0-3-152-11-152-5-152-7-120-6-04.00 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 0.57 0.89 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.25 -0.09 0.23 (loc) 3-7 3-7 6 8 l/defl >852 >380 n/a >419 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-3-9 oc bracing: 3-7. REACTIONS. (size)5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=180(LC 12) Max Uplift 5=-47(LC 12), 2=-228(LC 12), 6=-142(LC 12) Max Grav 5=38(LC 1), 2=351(LC 1), 6=252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-519/784 BOT CHORD 3-7=-1028/625 WEBS 4-7=-676/1115 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-4, Interior(1) 2-0-4 to 7-11-4 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 47 lb uplift at joint 5, 228 lb uplift at joint 2 and 142 lb uplift at joint 6. 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 22,2021 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 M11499 Truss JA Truss Type Jack-Open Qty 2 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762369 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:30 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-SgENdYT0QceTClrU3M9lWvVGNk7UpreMUAwIKuyvrap Scale = 1:8.3 1 2 3 4 2x3 3x4 2-4-3 2-4-3 -1-0-0 1-0-0 2-4-3 2-4-3 0-3-151-1-50-4-30-9-21-1-54.00 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 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 8 8 3 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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 2-4-3 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=72(LC 12) Max Uplift 3=-36(LC 12), 2=-139(LC 12), 4=-3(LC 9) Max Grav 3=46(LC 1), 2=150(LC 1), 4=37(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=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 3, 139 lb uplift at joint 2 and 3 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 22,2021 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 M11499 Truss JB Truss Type Jack-Open Qty 2 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762370 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:31 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-wsolquUeBvmKpuPgd3g_361PE8GSYIuWjqgrsKyvrao Scale = 1:12.5 1 2 9 3 4 2x3 3x4 5-5-12 5-5-12 -1-2-5 1-2-5 5-5-11 5-5-11 0-3-151-10-53.35 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 0.38 0.91 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.00 0.10 (loc) 4-8 4-8 3 4-8 l/defl >999 >855 n/a >624 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=115(LC 12) Max Uplift 3=-111(LC 12), 2=-208(LC 12), 4=-6(LC 12) Max Grav 3=129(LC 1), 2=272(LC 1), 4=91(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=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-2-5 to 3-0-10, Exterior(2R) 3-0-10 to 5-4-15 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 111 lb uplift at joint 3, 208 lb uplift at joint 2 and 6 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 22,2021 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 M11499 Truss JC Truss Type Jack-Open Qty 2 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762371 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:32 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-O3M82EUGyDuBR2_tAnBDbKactXqXHl8fxUPPPnyvran Scale = 1:6.2 1 2 3 4 2x3 3x4 1-1-4 1-1-4 -1-0-0 1-0-0 1-1-4 1-1-4 0-3-150-8-60-4-30-8-64.00 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) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 6 6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 1-1-4 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=50(LC 12) Max Uplift 3=-6(LC 9), 2=-138(LC 12) Max Grav 3=13(LC 17), 2=119(LC 1), 4=13(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=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3 and 138 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 22,2021 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 M11499 Truss KJ5 Truss Type Diagonal Hip Girder Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762372 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:33 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-sFwWFaVujX013CZ3kUiS8X7jcx5F0CNoA89yxDyvram Scale = 1:16.2 1 2 9 3 10 11 4 2x3 3x4 7-0-2 7-0-2 -1-5-0 1-5-0 3-11-0 3-11-0 7-0-2 3-1-2 0-3-151-11-120-3-151-7-131-11-122.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.00 0.14 (loc) 4-8 4-8 2 4-8 l/defl >827 >421 n/a >587 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 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=0-10-15, 4=Mechanical Max Horz 2=122(LC 21) Max Uplift 3=-142(LC 8), 2=-279(LC 8), 4=-24(LC 8) Max Grav 3=166(LC 1), 2=355(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=12ft; B=45ft; L=24ft; eave=4ft; 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 142 lb uplift at joint 3, 279 lb uplift at joint 2 and 24 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 67 lb up at 4-4-0, and 38 lb down and 67 lb up at 4-4-0 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, and 22 lb down and 13 lb up at 4-4-0, and 22 lb down and 13 lb up at 4-4-0 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: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 9=-3(F=-1, B=-1) 10=-7(F=-3, B=-3) 11=-20(F=-10, B=-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 22,2021 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 M11499 Truss KJ8 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762373 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:34 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-KRUuTvWXUq9ugM8FICDhglfuMLPRlY3yPouWTfyvral Scale = 1:21.0 1 2 3 4 8 7 13 14 15 5 16 17 18 6 2x3 3x4 3x4 2x3 3x5 3x6 7-2-7 7-2-7 11-0-12 3-10-5 11-3-0 0-2-4 -1-5-0 1-5-0 7-2-7 7-2-7 11-0-12 3-10-5 11-3-0 0-2-4 0-3-152-11-122-7-132-11-122.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.39 0.44 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.14 -0.02 (loc) 8-12 8-12 6 l/defl >695 >971 n/a L/d 240 240 n/a PLATES MT20 Weight: 49 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 5-8-13 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=180(LC 8) Max Uplift 5=-613(LC 9), 2=-708(LC 8), 6=-203(LC 8) Max Grav 5=494(LC 1), 2=610(LC 1), 6=193(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1300/1411 BOT CHORD 2-8=-1475/1242, 7-8=-1475/1242 WEBS 3-8=-596/461, 3-7=-1371/1627, 4-7=-689/472 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; 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 613 lb uplift at joint 5, 708 lb uplift at joint 2 and 203 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 lb up at 2-11-0, 26 lb down and 48 lb up at 2-11-0, 51 lb down and 112 lb up at 5-8-15, 51 lb down and 112 lb up at 5-8-15, and 103 lb down and 31 lb up at 8-6-14, and 103 lb down and 31 lb up at 8-6-14 on top chord, and 11 lb down and 3 lb up at 2-11-0, 11 lb down and 3 lb up at 2-11-0, 32 lb down and 27 lb up at 5-8-15, 32 lb down and 27 lb up at 5-8-15, and 157 lb down and 205 lb up at 8-6-14, and 157 lb down and 205 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 6-10=-20 Concentrated Loads (lb) Vert: 14=-25(F=-13, B=-13) 16=-11(F=-6, B=-6) 17=-43(F=-21, B=-21) 18=-313(F=-157, B=-157) 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 22,2021 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 M11499 Truss KJA Truss Type Jack-Open Girder Qty 2 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762374 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:35 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-oe2GgFX9F8HlIWjSsvlwDyC51loHU6t5dSe3?6yvrak Scale = 1:13.9 1 2 9 3 10 4 2x3 3x4 NAILED NAILED 5-11-12 5-11-12 -1-2-9 1-2-9 3-3-15 3-3-15 5-11-12 2-7-13 0-3-151-11-111-7-101-11-113.30 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-MP 0.26 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.00 0.07 (loc) 4-8 4-8 2 4-8 l/defl >999 >722 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 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 5-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-9-3, 4=Mechanical Max Horz 2=122(LC 8) Max Uplift 3=-121(LC 8), 2=-224(LC 8), 4=-13(LC 8) Max Grav 3=139(LC 1), 2=295(LC 1), 4=105(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=12ft; B=45ft; L=24ft; eave=4ft; 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 121 lb uplift at joint 3, 224 lb uplift at joint 2 and 13 lb uplift at joint 4. 7) "NAILED" indicates 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 10=-7(B) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 22,2021 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 M11499 Truss KJB Truss Type Jack-Open Girder Qty 2 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762375 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-k0915xYPmlXTYqtqzKnOINHT8YV?y0NO5m7A4_yvrai Scale = 1:11.9 1 2 3 9 4 2x3 3x4 4-10-7 4-10-7 -1-2-9 1-2-9 4-10-7 4-10-7 0-3-151-8-01-3-151-8-03.30 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-MP 0.16 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.03 (loc) 4-8 4-8 2 4-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 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 4-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-9-3, 4=Mechanical Max Horz 2=104(LC 21) Max Uplift 3=-94(LC 8), 2=-206(LC 8), 4=-9(LC 8) Max Grav 3=110(LC 1), 2=255(LC 1), 4=83(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=12ft; B=45ft; L=24ft; eave=4ft; 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 94 lb uplift at joint 3, 206 lb uplift at joint 2 and 9 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 8 lb up at 1-5-6 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: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 9=-5(B) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 22,2021 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 M11499 Truss KJC Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762376 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:38 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-DDjPIHZ1X3fK9zS1X2IdrbqbMymyhOpXKQsjcQyvrah Scale = 1:22.1 1 2 3 4 15 5 6 10 9 8 16 17 18 19 20 72x3 4x4 3x5 3x4 2x3 3x4 2x3 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 0-0-1 2-11-4 2-11-4 8-0-0 5-0-12 11-0-12 3-0-12 11-3-0 0-2-4 -1-5-0 1-5-0 2-0-5 2-0-5 2-11-4 0-10-15 8-0-0 5-0-12 11-0-12 3-0-12 11-3-0 0-2-4 0-3-152-11-122-5-122-7-130-6-02.83 12 Plate Offsets (X,Y)-- [2:0-7-3,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.47 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.33 0.06 (loc) 10 10 7 l/defl >404 >396 n/a L/d 240 240 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-10: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP M 30 *Except* 1-11: 2x4 SP No.3 LBR SCAB 1-6 2x4 SP M 30 both sides BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-10-15, 7=Mechanical Max Horz 2=181(LC 8) Max Uplift 6=-183(LC 8), 2=-474(LC 8), 7=-224(LC 8) Max Grav 6=313(LC 1), 2=617(LC 1), 7=302(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1364/824 BOT CHORD 3-9=-900/1338, 8-9=-900/1338 WEBS 4-9=-161/352, 5-8=-168/327, 4-8=-1488/1001 NOTES- 1) Attached 13-1-0 scab 1 to 6, both face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-8-2 from end at joint 1, nail 1 row(s) at 7" o.c. for 5-1-4. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 6, 474 lb uplift at joint 2 and 224 lb uplift at joint 7. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 2-10=-20, 7-12=-20 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 22,2021 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 M11499 Truss KJC Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762376 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:38 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-DDjPIHZ1X3fK9zS1X2IdrbqbMymyhOpXKQsjcQyvrah LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-11(F=-6, B=-6) 17=-20(F=-10, B=-10) 18=-110(F=-55, B=-55) 19=-60(F=-30, B=-30) 20=-111(F=-56, B=-56) 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 M11499 Truss MV2 Truss Type Valley Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762377 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:39 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-hPHnWdafINnBn71D5lpsNoNr8MCCQwthY4cG8tyvrag Scale = 1:6.1 1 2 3 3x4 2-0-0 2-0-0 0-8-04.00 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-P 0.06 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=21(LC 12) Max Uplift 1=-20(LC 12), 2=-30(LC 12) Max Grav 1=41(LC 1), 2=30(LC 1), 3=22(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=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 30 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 22,2021 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 M11499 Truss MV4 Truss Type Valley Qty 1 Ply 1 ROYALE W/ COFFER Job Reference (optional) T24762378 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 12:09:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-9br9jzbH3gv2PHbPeSK5w0vugmW79N6qnkLqhJyvraf Scale = 1:9.4 1 2 3 3x4 3x4 3x4 4-0-0 4-0-0 1-4-04.00 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-P 0.52 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 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 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=56(LC 12) Max Uplift 1=-54(LC 12), 3=-72(LC 12) Max Grav 1=109(LC 1), 3=109(LC 1) 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=12ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 1 and 72 lb uplift at joint 3. 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 22,2021 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