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Home My WebLink AboutTRUSSCUTS-Hutchings6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: GROZA-4800 - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.2 1 of 2 This package includes 47 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: GROZA BLDRS Project Name: HUTCHINGS Model: . Subdivision: . Address: 4800 SEAGRAPE DRIVE, . State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: March 30,2020 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T19827479 A01 Date 3/30/202T19827480A023/30/203T19827481A033/30/204T19827482A043/30/205T19827483A053/30/206T19827484A063/30/207T19827485A073/30/208T19827486B013/30/209T19827487B023/30/2010T19827488B033/30/2011T19827489B043/30/2012T19827490B053/30/2013T19827491C013/30/2014T19827492C023/30/20 No.Seal#Truss Name 15 T19827493 C03 Date 3/30/2016T19827494C043/30/2017T19827495C053/30/2018T19827496C063/30/2019T19827497CJ13/30/2020T19827498CJ33/30/2021T19827499CJ53/30/2022T19827500D013/30/2023T19827501D023/30/2024T19827502D033/30/2025T19827503D043/30/2026T19827504D053/30/2027T19827505EJ33/30/2028T19827506EJ53/30/20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: GROZA-4800 - 2 of 2 Site Information: Lot/Block: . Customer Info: GROZA BLDRS Project Name: HUTCHINGS Model: . Subdivision: . Address: 4800 SEAGRAPE DRIVE, . State: FLCity: FORT PIERCE No.Seal#Truss Name 29 T19827507 EJ7 Date 3/30/2030T19827508G013/30/2031T19827509G023/30/2032T19827510HJ33/30/2033T19827511HJ53/30/2034T19827512HJ73/30/2035T19827513K013/30/2036T19827514K023/30/2037T19827515V013/30/2038T19827516V023/30/2039T19827517V033/30/2040T19827518V043/30/2041T19827519V053/30/2042T19827520V063/30/2043T19827521V073/30/2044T19827522V083/30/2045T19827523V093/30/2046T19827524V103/30/2047T19827525V113/30/20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss A01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T19827479 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:16 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-OcxqA?wXRUDAB940pcjRO60i10B__jV0PJBZ2gzVqPX Scale = 1:44.0 1 2 3 4 5 6 11 10 9 8 7 12 4x6 5x8 5x6 4x6 5x8 4x6 6x8 2x4 4x6 4x6 6x8 3-8-0 3-8-0 6-10-0 3-2-0 12-10-4 6-0-4 13-0-0 0-1-12 19-2-0 6-2-0 25-11-4 6-9-4 3-8-0 3-8-0 6-10-0 3-2-0 13-0-0 6-2-0 19-2-0 6-2-0 25-11-4 6-9-4 1- 1 0 - 6 5- 9 - 1 0- 4 - 6 2- 6 - 1 3 5.00 12 2.50 12 Plate Offsets (X,Y)-- [6:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.98 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.66 0.39 (loc) 8-9 8-9 6 l/defl >867 >460 n/a L/d 240 180 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-10: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)11=0-8-0, 6=0-7-4 Max Horz 11=-170(LC 13) Max Uplift 11=-402(LC 12), 6=-395(LC 13) Max Grav 11=1147(LC 1), 6=1147(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1083/675, 1-2=-3284/1929, 2-3=-3965/2429, 3-4=-2901/1682, 4-5=-2904/1719, 5-6=-4065/2456 BOT CHORD 9-10=-2024/3621, 8-9=-2177/3747, 7-8=-2152/3714, 6-7=-2156/3715 WEBS 5-8=-1103/880, 1-10=-1961/3342, 2-10=-1680/1044, 4-8=-917/1750, 5-7=0/272, 3-8=-1115/890 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 3-8-0, Interior(1) 3-8-0 to 13-0-0, Exterior(2) 13-0-0 to 19-2-0, Interior(1) 19-2-0 to 25-7-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 11, 6 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 402 lb uplift at joint 11 and 395 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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss A02 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T19827480 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:19 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-oBdzo0yQkPbl2dpbUkG80keEdDCfB4OS6HQDf_zVqPU Scale = 1:44.0 1 2 3 4 5 6 10 9 8 7 11 12 4x6 6x8 5x6 4x6 5x8 5x12 4x6 2x4 6x8 3x6 5-8-0 5-8-0 6-10-0 1-2-0 12-10-4 6-0-4 13-0-0 0-1-12 19-2-0 6-2-0 25-11-4 6-9-4 5-8-0 5-8-0 6-10-0 1-2-0 9-2-0 2-4-0 13-0-0 3-10-0 19-2-0 6-2-0 25-11-4 6-9-4 2- 8 - 6 5- 9 - 1 0- 4 - 6 2- 6 - 1 3 5.00 12 2.50 12 Plate Offsets (X,Y)-- [6:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.98 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.73 0.38 (loc) 8-9 8-9 6 l/defl >847 >421 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-9: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 1-9 REACTIONS. (size)10=0-8-0, 6=0-7-4 Max Horz 10=-200(LC 13) Max Uplift 10=-406(LC 12), 6=-393(LC 13) Max Grav 10=1147(LC 1), 6=1147(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1098/707, 1-2=-3513/2036, 2-3=-4051/2386, 3-4=-2859/1677, 4-5=-2898/1685, 5-6=-4068/2449 BOT CHORD 8-9=-1868/3312, 7-8=-2147/3718, 6-7=-2151/3718 WEBS 1-9=-2057/3562, 2-9=-1832/1180, 4-8=-988/1813, 5-7=0/267, 5-8=-1101/896, 3-8=-704/645, 3-9=-329/662 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 5-8-0, Interior(1) 5-8-0 to 13-0-0, Exterior(2) 13-0-0 to 19-2-0, Interior(1) 19-2-0 to 25-7-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 10, 6 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 406 lb uplift at joint 10 and 393 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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss A03 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T19827481 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:22 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-CmI5Q2_I1K_Jv4YAAsqrdNGnoRGEOR0uoFetGJzVqPR Scale = 1:43.8 1 2 3 4 5 9 8 7 6 10 11 4x6 6x8 5x6 4x6 5x8 5x8 4x6 6x8 2x4 7-8-0 7-8-0 13-0-0 5-4-0 19-2-0 6-2-0 25-11-4 6-9-4 7-8-0 7-8-0 9-2-0 1-6-0 13-0-0 3-10-0 19-2-0 6-2-0 25-11-4 6-9-4 3- 6 - 6 5- 9 - 1 0- 4 - 6 2- 6 - 1 3 5.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.86 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.62 0.35 (loc) 7-8 6-7 5 l/defl >933 >488 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 2-3: 2x4 SP No.2, 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-9: 2x6 SP No.2, 1-8: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. WEBS 1 Row at midpt 1-8 REACTIONS. (size)9=0-8-0, 5=0-7-4 Max Horz 9=-229(LC 13) Max Uplift 9=-410(LC 12), 5=-388(LC 13) Max Grav 9=1143(LC 1), 5=1143(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-1081/738, 1-2=-3351/1963, 2-3=-2859/1628, 3-4=-2878/1648, 4-5=-4053/2397 BOT CHORD 7-8=-1869/3550, 6-7=-2098/3703, 5-6=-2102/3704 WEBS 1-8=-1966/3356, 2-8=-1398/981, 4-7=-1111/885, 3-7=-893/1756, 2-7=-951/659, 4-6=0/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 13-0-0, Exterior(2) 13-0-0 to 19-2-0, Interior(1) 19-2-0 to 25-7-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 9, 5 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 410 lb uplift at joint 9 and 388 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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss A04 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T19827482 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:24 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-99Qsrk0YZyE18OhZHHsJioM7XEyusLVBFZ7_KCzVqPP Scale = 1:44.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 2x4 5x6 4x6 4x6 5x8 3x6 4x6 2x4 6x8 4x12 3x6 3x6 1-8-0 1-8-0 5-6-4 3-10-4 9-8-0 4-1-12 12-10-4 3-2-4 13-0-0 0-1-12 19-2-0 6-2-0 25-11-4 6-9-4 1-8-0 1-8-0 5-6-4 3-10-4 9-8-0 4-1-12 13-0-0 3-4-0 19-2-0 6-2-0 25-11-4 6-9-4 3- 8 - 1 4- 4 - 6 5- 9 - 1 0- 4 - 6 2- 6 - 1 3 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [7:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.78 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.55 0.31 (loc) 8-9 8-9 7 l/defl >999 >553 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 7-9: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-12: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-4 oc bracing. REACTIONS. (size)7=0-7-4, 12=0-8-0 Max Horz 12=-237(LC 13) Max Uplift 7=-387(LC 13), 12=-411(LC 12) Max Grav 7=1143(LC 1), 12=1143(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1619/1039, 3-4=-3022/1827, 4-5=-2803/1683, 5-6=-2870/1635, 6-7=-4057/2384 BOT CHORD 11-12=-66/440, 10-11=-732/1656, 9-10=-1583/3167, 8-9=-2131/3706, 7-8=-2131/3710 WEBS 4-10=-1047/659, 6-9=-1113/907, 5-9=-925/1796, 6-8=0/278, 4-9=-618/433, 2-12=-1184/791, 2-11=-922/1549, 3-11=-1102/771, 3-10=-902/1606 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-2-12 to 7-8-0, Interior(1) 7-8-0 to 13-0-0, Exterior(2) 13-0-0 to 19-2-0, Interior(1) 19-2-0 to 25-7-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 7, 12 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 387 lb uplift at joint 7 and 411 lb uplift at joint 12. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss A05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19827483 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:25 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-dL_E341AKFMumYGlr?NYF?uGYeI7blbKUDtXtezVqPO Scale = 1:45.2 1 2 3 4 5 6 10 9 8 7 11 12 13 5x8 4x10 MT20HS 5x6 5x6 5x6 6x8 3x6 3x4 2x4 7-4-0 7-4-0 7-9-0 0-5-0 13-0-0 5-3-0 25-11-4 12-11-4 7-4-0 7-4-0 14-4-0 7-0-0 18-10-0 4-6-0 25-11-4 7-1-4 27-0-0 1-0-12 2- 1 - 1 1 5- 2 - 6 0- 4 - 6 2- 6 - 1 3 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-12], [3:0-3-0,0-2-4], [5:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.78 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.50 0.26 (loc) 7-8 7-8 5 l/defl >999 >611 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 124 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 2-3: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 8-10: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. REACTIONS. (size)10=0-8-0, 5=0-7-4 Max Horz 10=-186(LC 13) Max Uplift 10=-350(LC 9), 5=-431(LC 13) Max Grav 10=1141(LC 1), 5=1241(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1998/1340, 2-3=-3048/2124, 3-4=-3875/2920, 4-5=-3955/2715, 1-10=-1096/865 BOT CHORD 8-9=-935/1788, 7-8=-1654/2830, 5-7=-2398/3607 WEBS 2-9=-311/345, 2-8=-858/1419, 3-8=-199/577, 3-7=-924/996, 4-7=-298/475, 1-9=-974/1633 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 7-4-0, Exterior(2) 7-4-0 to 22-9-13, Interior(1) 22-9-13 to 27-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10, 5 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 350 lb uplift at joint 10 and 431 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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss A06 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19827484 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:26 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-5YYcGP1p4ZUlOirxPiunoDRSe2dTKGXUjtc5P4zVqPN Scale = 1:45.7 1 2 3 4 5 6 7 11 10 9 8 12 13 14 2x4 5x8 5x6 5x8 6x8 3x4 3x6 6x8 2x4 4x12 9-4-0 9-4-0 13-0-0 3-8-0 18-10-0 5-10-0 25-11-4 7-1-4 4-9-12 4-9-12 9-4-0 4-6-4 12-4-0 3-0-0 18-10-0 6-6-0 25-11-4 7-1-4 27-0-0 1-0-12 2- 1 - 1 1 6- 0 - 6 0- 4 - 6 2- 6 - 1 3 5.00 12 2.50 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [4:0-3-0,0-2-4], [5:0-4-0,0-3-0], [6:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.84 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.50 0.27 (loc) 8-9 10-11 6 l/defl >999 >609 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 6-9: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-11: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-13 oc bracing. WEBS 1 Row at midpt 2-11 REACTIONS. (size)6=0-7-4, 11=0-8-0 Max Horz 11=-203(LC 13) Max Uplift 6=-449(LC 13), 11=-357(LC 12) Max Grav 6=1241(LC 1), 11=1141(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1959/1304, 3-4=-2347/1692, 4-5=-2806/1802, 5-6=-4005/2627 BOT CHORD 10-11=-833/1466, 9-10=-800/1778, 8-9=-2336/3643, 6-8=-2332/3659 WEBS 2-10=0/425, 3-9=-585/824, 4-9=-363/742, 5-9=-1085/995, 5-8=0/289, 2-11=-1779/1258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 9-4-0, Exterior(2) 9-4-0 to 20-9-13, Interior(1) 20-9-13 to 27-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 6, 11 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 449 lb uplift at joint 6 and 357 lb uplift at joint 11. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss A07 Truss Type Scissor Qty 4 Ply 1 Job Reference (optional) T19827485 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:28 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-1wgMh533cAkTd??KW7xFteWmhrK0o8?nAB5BTzzVqPL Scale = 1:48.6 1 2 3 4 5 6 10 9 8 7 11 12 13 5x8 4x6 5x8 4x6 6x8 6x8 2x4 2x4 5x8 6-0-0 6-0-0 6-7-12 0-7-12 13-0-0 6-4-4 18-10-0 5-10-0 25-11-4 7-1-4 6-0-0 6-0-0 10-10-0 4-10-0 18-8-4 7-10-4 18-10-0 0-1-12 25-11-4 7-1-4 27-0-0 1-0-12 2- 1 - 1 1 6- 7 - 1 4 0- 4 - 6 2- 6 - 1 3 5.00 12 2.50 12 Plate Offsets (X,Y)-- [4:0-4-0,0-3-0], [5:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.77 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.49 0.26 (loc) 7-8 7-8 5 l/defl >999 >623 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 5-8: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-10: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-11 oc bracing. REACTIONS. (size)10=0-8-0, 5=0-7-4 Max Horz 10=-216(LC 13) Max Uplift 10=-373(LC 12), 5=-460(LC 13) Max Grav 10=1141(LC 1), 5=1241(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1862/1137, 2-3=-1855/1324, 3-4=-2762/1548, 4-5=-4037/2334, 1-10=-1105/780 BOT CHORD 8-9=-744/1733, 7-8=-2072/3683, 5-7=-2067/3690 WEBS 3-8=-697/1526, 4-8=-1194/958, 4-7=0/271, 2-9=-406/483, 1-9=-865/1590 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-2-12 to 6-0-0, Interior(1) 6-0-0 to 10-10-0, Exterior(2) 10-10-0 to 16-10-0, Interior(1) 16-10-0 to 27-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 10, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 10 and 460 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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss B01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T19827486 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:30 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-zJn76n5J8o_BsJ9ieYzjy3b8af?lG8p4dVaIYszVqPJ Scale = 1:44.3 1 2 3 4 5 6 7 10 9 8 11 12 6x8 2x4 4x6 4x6 3x6 3x6 3x4 2x4 3x4 2x4 1-8-0 1-8-0 8-10-10 7-2-10 17-1-6 8-2-13 25-11-4 8-9-14 1-8-0 1-8-0 6-9-14 5-1-14 13-0-0 6-2-2 19-2-2 6-2-2 25-11-4 6-9-2 1- 0 - 6 5- 9 - 1 0- 4 - 6 1- 0 - 6 5.00 12 Plate Offsets (X,Y)-- [7:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.88 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.36 0.07 (loc) 7-8 3-10 7 l/defl >999 >858 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. REACTIONS. (size)3=0-8-0, 7=0-7-4 Max Horz 3=-138(LC 13) Max Uplift 3=-401(LC 12), 7=-398(LC 13) Max Grav 3=1147(LC 1), 7=1147(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-333/7, 2-3=-2074/1450, 2-4=-2272/1466, 4-5=-2024/1348, 5-6=-1997/1369, 6-7=-2264/1464 BOT CHORD 3-10=-1261/2083, 8-10=-671/1355, 7-8=-1209/2016 WEBS 5-8=-410/684, 6-8=-447/509, 5-10=-428/720, 4-10=-509/549 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 1-8-6, Interior(1) 1-8-6 to 13-0-0, Exterior(2) 13-0-0 to 19-3-4, Interior(1) 19-3-4 to 25-7-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 lb uplift at joint 3 and 398 lb uplift at joint 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss B02 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T19827487 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:32 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-whvtXT6ZgPEv6dI5lz?C1UhT9TgYk?aM5p3PckzVqPH Scale = 1:44.9 1 2 3 4 5 6 7 10 9 8 11 12 13 5x6 4x6 3x6 3x4 3x6 3x4 3x6 4x6 8-10-10 8-10-10 17-1-6 8-2-13 26-0-0 8-10-10 -1-0-0 1-0-0 6-9-14 6-9-14 13-0-0 6-2-2 19-2-2 6-2-2 26-0-0 6-9-14 27-0-0 1-0-0 0- 4 - 1 5- 9 - 1 0- 4 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.86 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.33 0.07 (loc) 2-10 6-8 6 l/defl >999 >919 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-8 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=120(LC 16) Max Uplift 2=-444(LC 12), 6=-444(LC 13) Max Grav 2=1233(LC 1), 6=1233(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2247/2286, 3-4=-1962/2119, 4-5=-1962/2119, 5-6=-2247/2286 BOT CHORD 2-10=-1940/1984, 8-10=-1046/1327, 6-8=-1944/1984 WEBS 4-8=-691/676, 5-8=-446/797, 4-10=-691/676, 3-10=-446/797 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 13-0-0, Corner(3) 13-0-0 to 19-3-4, Exterior(2) 19-3-4 to 27-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint 2 and 444 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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss B03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19827488 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:33 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-OuTFkp7CRjMmjmtHJgWRahDees3zTVtWKTpy9AzVqPG Scale = 1:45.6 1 2 3 4 5 6 7 8 12 11 10 9 13 14 4x6 4x6 4x6 5x6 3x4 2x4 3x4 3x4 2x4 4x6 5-9-14 5-9-14 11-0-0 5-2-2 15-0-0 4-0-0 20-2-2 5-2-2 26-0-0 5-9-14 -1-0-0 1-0-0 5-9-14 5-9-14 11-0-0 5-2-2 15-0-0 4-0-0 20-2-2 5-2-2 26-0-0 5-9-14 27-0-0 1-0-0 0- 4 - 1 4- 1 1 - 1 0- 4 - 1 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.66 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.30 0.08 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-103(LC 13) Max Uplift 2=-426(LC 12), 7=-426(LC 13) Max Grav 2=1233(LC 1), 7=1233(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2326/1944, 3-4=-1728/1457, 4-5=-1533/1421, 5-6=-1728/1457, 6-7=-2326/1945 BOT CHORD 2-12=-1675/2056, 11-12=-1675/2056, 10-11=-983/1533, 9-10=-1537/2056, 7-9=-1537/2056 WEBS 3-11=-660/771, 4-11=-258/369, 5-10=-258/369, 6-10=-660/772 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 27-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 426 lb uplift at joint 2 and 426 lb uplift at joint 7.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss B04 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19827489 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:35 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-KGb09U8SzKcTz41gQ5Zvf6J1bgiLxTKpnnI3D3zVqPE Scale = 1:45.6 1 2 3 4 5 6 7 8 11 10 9 12 13 5x6 5x8 4x6 3x6 3x8 2x4 3x4 2x4 4x6 9-0-0 9-0-0 17-0-0 8-0-0 26-0-0 9-0-0 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 17-0-0 8-0-0 21-2-2 4-2-2 26-0-0 4-9-14 27-0-0 1-0-0 0- 4 - 1 4- 1 - 1 0- 4 - 1 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [5:0-5-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.85 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.36 0.08 (loc) 7-9 7-9 7 l/defl >999 >855 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-1 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=86(LC 16) Max Uplift 2=-424(LC 8), 7=-424(LC 9) Max Grav 2=1233(LC 1), 7=1233(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2272/1995, 3-4=-1967/1603, 4-5=-1779/1561, 5-6=-1966/1603, 6-7=-2272/1996 BOT CHORD 2-11=-1742/2028, 9-11=-1149/1778, 7-9=-1602/2028 WEBS 3-11=-307/600, 4-11=-140/397, 5-9=-164/397, 6-9=-308/602 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 27-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 424 lb uplift at joint 2 and 424 lb uplift at joint 7.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss B05 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T19827490 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:38 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-krG8nWBKGF?2qYmF6E6cHlxWltmE8lbFTkWjqOzVqPB Scale = 1:45.6 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 4x10 MT20HS 4x10 MT20HS 5x8 3x6 6x12 MT20HS 3x6 5x8 5x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 13-0-0 6-0-0 19-0-0 6-0-0 26-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 13-0-0 6-0-0 19-0-0 6-0-0 26-0-0 7-0-0 27-0-0 1-0-0 0- 4 - 1 3- 3 - 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-2-5,Edge], [3:0-6-0,0-1-12], [5:0-6-0,0-1-12], [6:0-2-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.65 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.48 0.15 (loc) 9 9-10 6 l/defl >984 >638 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 113 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-0 oc bracing. WEBS 1 Row at midpt 4-10, 4-8 REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-68(LC 13) Max Uplift 2=-1041(LC 4), 6=-1041(LC 5) Max Grav 2=2299(LC 1), 6=2299(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4874/2215, 3-4=-4430/2094, 4-5=-4430/2094, 5-6=-4874/2215 BOT CHORD 2-10=-1931/4370, 9-10=-2519/5623, 8-9=-2519/5623, 6-8=-1942/4370 WEBS 3-10=-372/1222, 4-10=-1420/639, 4-9=0/495, 4-8=-1420/639, 5-8=-372/1222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1041 lb uplift at joint 2 and 1041 lb uplift at joint 6. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 243 lb down and 316 lb up at 7-0-0, and 243 lb down and 316 lb up at 19-0-0 on top chord, and 375 lb down and 183 lb up at 7-0-0, and 375 lb down and 183 lb up at 18-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 Concentrated Loads (lb) Vert: 3=-196(F) 5=-196(F) 10=-375(F) 9=-63(F) 8=-375(F) 4=-134(F) 11=-134(F) 12=-134(F) 13=-134(F) 14=-134(F) 15=-63(F) 16=-63(F) 17=-63(F) 18=-63(F) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss C01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T19827491 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:39 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-D2qW?sCy1Z7vSiLRfxdrpyTg7H4wt69OiOGHMqzVqPA Scale = 1:44.5 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 2x4 4x6 3x6 5x8 2x4 3x8 4x6 6x8 7-10-14 7-10-14 15-2-0 7-3-2 24-4-0 9-2-0 -1-0-0 1-0-0 7-10-14 7-10-14 15-2-0 7-3-2 19-7-4 4-5-4 24-4-0 4-8-12 0- 4 - 1 6- 7 - 1 4 2- 1 0 - 1 5.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.81 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.38 0.06 (loc) 7-8 7-8 7 l/defl >999 >750 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. (size)2=0-8-0, 7=Mechanical Max Horz 2=239(LC 12) Max Uplift 2=-437(LC 12), 7=-341(LC 13) Max Grav 2=1169(LC 1), 7=1071(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2060/1228, 3-4=-1175/809, 4-5=-1126/864 BOT CHORD 2-10=-1182/1799, 8-10=-1183/1795, 7-8=-607/876 WEBS 3-10=0/304, 3-8=-906/695, 4-8=-257/497, 5-7=-1171/837 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-2-0, Exterior(2) 15-2-0 to 21-2-0, Interior(1) 21-2-0 to 24-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 lb uplift at joint 2 and 341 lb uplift at joint 7.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss C02 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T19827492 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:40 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-hEOvCCCbnsFm3rwdDe84MA0qrhNjcbhYx2?quHzVqP9 Scale = 1:47.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 4x6 3x8 6x12 MT20HS4x6 3x12 MT20HS 3x6 3x8 3x6 5x8 3x6 5x6 2-8-0 2-8-0 8-11-0 6-3-0 16-4-0 7-5-0 20-2-4 3-10-4 24-4-0 4-1-12 -1-0-0 1-0-0 2-8-0 2-8-0 9-1-3 6-5-3 15-2-0 6-0-13 16-4-0 1-2-0 20-2-4 3-10-4 24-4-0 4-1-12 0- 4 - 1 6- 7 - 1 2- 1 0 - 1 0- 8 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [3:0-6-13,0-2-7], [4:0-4-0,0-3-0], [7:0-2-12,0-2-0], [12:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.97 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.55 -0.83 0.26 (loc) 11-12 11-12 8 l/defl >523 >345 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 133 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-10: 2x4 SP M 31, 6-9: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size)2=0-8-0, 8=Mechanical Max Horz 2=239(LC 12) Max Uplift 2=-437(LC 12), 8=-341(LC 13) Max Grav 2=1169(LC 1), 8=1071(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1800/1106, 3-4=-2344/1460, 4-5=-2392/1721, 5-6=-1297/1103, 6-7=-1222/856, 7-8=-1003/792 BOT CHORD 2-13=-1024/1454, 12-13=-436/654, 3-12=-1002/1567, 11-12=-1385/2122, 10-11=-618/1047, 6-10=-546/649 WEBS 4-11=-628/655, 5-10=-368/429, 7-9=-621/1020, 3-13=-1081/766, 5-11=-1036/1457 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-2-0, Exterior(2) 15-2-0 to 21-2-0, Interior(1) 21-2-0 to 24-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 lb uplift at joint 2 and 341 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss C03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19827493 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:42 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-ddWfduErJUVUJ930L3BYRb5B1V334UUrOMUxz9zVqP7 Scale = 1:44.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 5x6 5x6 3x8 6x12 MT20HS 4x6 5x8 3x6 2x4 3x6 3x6 5x6 2-8-0 2-8-0 7-10-0 5-2-0 13-0-0 5-2-0 16-4-0 3-4-0 17-4-0 1-0-0 20-2-4 2-10-4 24-4-0 4-1-12 -1-0-0 1-0-0 2-8-0 2-8-0 7-10-0 5-2-0 9-1-3 1-3-3 13-0-0 3-10-13 16-4-0 3-4-0 17-4-0 1-0-0 20-2-4 2-10-4 24-4-0 4-1-12 0- 4 - 1 5- 9 - 1 2- 1 0 - 1 0- 8 - 0 5- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [3:0-6-13,0-2-7], [5:0-3-0,0-2-4], [6:0-3-0,0-2-4], [7:0-2-12,0-2-0], [11:0-3-4,0-2-8], [13:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.98 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.83 0.28 (loc) 12-13 12-13 8 l/defl >512 >345 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 129 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-11: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 6-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 8=Mechanical Max Horz 2=220(LC 12) Max Uplift 2=-421(LC 12), 8=-310(LC 13) Max Grav 2=1174(LC 1), 8=1081(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1810/1263, 3-4=-2350/1651, 4-5=-2399/1941, 5-6=-1151/1015, 6-7=-1188/887, 7-8=-1002/834 BOT CHORD 2-14=-1215/1463, 13-14=-509/657, 3-13=-1100/1568, 12-13=-1572/2127, 11-12=-944/1343 WEBS 4-12=-605/720, 9-11=-262/266, 3-14=-1087/893, 7-9=-650/988, 5-12=-995/1241, 5-11=-371/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2) 13-0-0 to 24-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 421 lb uplift at joint 2 and 310 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss C04 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19827494 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:45 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-1BBoFvGjcPt3Adob0CkF3Djlei6SHyEH4KjbaUzVqP4 Scale = 1:42.9 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 5x8 5x6 3x4 4x6 4x6 5x6 3x12 MT20HS 3x4 3x8 3x4 2x4 3x4 6x8 2-8-0 2-8-0 11-0-0 8-4-0 16-4-0 5-4-0 19-4-0 3-0-0 24-4-0 5-0-0 -1-0-0 1-0-0 2-8-0 2-8-0 6-10-0 4-2-0 11-0-0 4-2-0 16-4-0 5-4-0 19-4-0 3-0-0 24-4-0 5-0-0 0- 4 - 1 4- 1 1 - 1 2- 1 0 - 1 0- 8 - 0 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [5:0-5-12,0-2-8], [7:0-3-0,0-2-4], [13:0-3-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.87 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.53 -0.88 0.25 (loc) 12-13 12-13 9 l/defl >538 >326 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 132 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 13-14: 2x4 SP No.3, 3-11: 2x4 SP M 31, 6-10: 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)2=0-8-0, 9=Mechanical Max Horz 2=203(LC 12) Max Uplift 2=-406(LC 12), 9=-351(LC 9) Max Grav 2=1169(LC 1), 9=1071(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1570/1182, 3-4=-2513/1944, 4-5=-1893/1436, 5-6=-1432/1218, 6-7=-1221/1040 BOT CHORD 2-14=-1104/1184, 13-14=-534/630, 3-13=-1569/1986, 12-13=-1907/2322, 11-12=-1214/1694, 10-11=-496/365, 6-11=-317/308, 9-10=-664/898 WEBS 4-12=-722/782, 5-12=-370/660, 5-11=-352/216, 3-14=-1019/920, 7-10=-381/674, 7-9=-1174/879 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 24-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at joint 2 and 351 lb uplift at joint 9. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss C05 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T19827495 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:46 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-VOlATFHLNi?vnmNnavFUcRGrO6TV0KfQJ_S86wzVqP3 Scale = 1:43.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 5x8 3x6 4x6 5x6 3x8 3x12 MT20HS 3x4 5x8 3x4 3x8 3x6 2x4 3x4 2-8-0 2-8-0 5-1-0 2-5-0 9-0-0 3-11-0 16-4-0 7-4-0 24-4-0 8-0-0 -1-0-0 1-0-0 2-8-0 2-8-0 5-1-0 2-5-0 9-0-0 3-11-0 16-4-0 7-4-0 24-4-0 8-0-0 0- 4 - 1 4- 1 - 1 0- 8 - 0 5.00 12 Plate Offsets (X,Y)-- [3:0-6-12,0-1-8], [5:0-5-12,0-2-8], [10:0-5-12,0-1-8], [13:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.82 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.36 0.15 (loc) 12-13 10-11 8 l/defl >999 >797 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 130 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-10: 2x4 SP M 31, 6-9: 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=228(LC 12) Max Uplift 8=-434(LC 9), 2=-407(LC 8) Max Grav 8=1071(LC 1), 2=1169(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1819/1216, 3-4=-3100/2202, 4-5=-2136/1413, 5-6=-1918/1319, 6-7=-1578/1077, 7-8=-997/762 BOT CHORD 2-14=-1293/1476, 13-14=-595/695, 3-13=-1836/2343, 12-13=-2266/2857, 11-12=-2266/2857, 10-11=-1379/1946, 9-10=-692/568, 6-10=-610/600 WEBS 5-11=-228/509, 7-9=-1173/1713, 3-14=-1157/1037, 4-12=-261/386, 4-11=-992/955 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-1-0, Interior(1) 5-1-0 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 24-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint 8 and 407 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss C06 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T19827496 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:48 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-SmtwuxJcvKFd14XAhKHyhsLBav77UAjjmIxFBpzVqP1 Scale = 1:44.0 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 18 19 20 21 22 23 24 4x6 5x8 5x8 3x8 MT20HS 3x8 6x12 MT20HS3x4 3x4 5x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 12-9-15 5-9-15 18-6-1 5-8-3 24-4-0 5-9-15 -1-0-0 1-0-0 7-0-0 7-0-0 12-9-15 5-9-15 18-6-1 5-8-3 24-4-0 5-9-15 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [3:0-3-4,0-2-4], [5:0-4-0,0-3-0], [8:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.93 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.42 0.11 (loc) 9 9-10 7 l/defl >999 >685 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 118 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-10,5-9,6-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-13 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=182(LC 23) Max Uplift 7=-1021(LC 5), 2=-940(LC 4) Max Grav 7=2274(LC 1), 2=2120(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4431/1972, 3-4=-4017/1867, 4-5=-4823/2208, 5-6=-3511/1577, 6-7=-2139/1064 BOT CHORD 2-10=-1854/3966, 9-10=-2208/4823, 8-9=-1623/3584 WEBS 3-10=-263/1037, 4-10=-910/394, 4-9=-377/434, 5-9=-664/1405, 5-8=-1486/941, 6-8=-1737/3867 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1021 lb uplift at joint 7 and 940 lb uplift at joint 2. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb down and 316 lb up at 7-0-0 on top chord, and 375 lb down and 183 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 2-7=-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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss C06 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T19827496 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:48 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-SmtwuxJcvKFd14XAhKHyhsLBav77UAjjmIxFBpzVqP1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-196(B) 9=-63(B) 10=-375(B) 4=-134(B) 11=-134(B) 12=-134(B) 13=-134(B) 14=-134(B) 15=-134(B) 16=-134(B) 17=-134(B) 18=-63(B) 19=-63(B) 20=-63(B) 21=-63(B) 22=-63(B) 23=-63(B) 24=-63(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss CJ1 Truss Type Corner Jack Qty 18 Ply 1 Job Reference (optional) T19827497 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:50 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-O9?hJdKsRxVLGOhYplKQmHQi9j03yHq0EcQMFhzVqP? Scale = 1:6.5 1 2 3 4 3x8 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0- 4 - 1 0- 9 - 1 0- 4 - 1 0 0- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=44(LC 8) Max Uplift 3=-11(LC 1), 2=-110(LC 8) Max Grav 3=23(LC 8), 2=159(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3 and 110 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss CJ3 Truss Type Corner Jack Qty 14 Ply 1 Job Reference (optional) T19827498 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:51 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-sLZ3WzLUCFeCuYFlMSrfJUzrC7JWhk49TGAvn8zVqP_ Scale = 1:10.8 1 2 3 4 4x6 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0- 4 - 1 1- 7 - 1 1- 2 - 1 0 1- 7 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=87(LC 12) Max Uplift 3=-65(LC 12), 2=-167(LC 8), 4=-37(LC 8) Max Grav 3=67(LC 1), 2=234(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 3, 167 lb uplift at joint 2 and 37 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss CJ5 Truss Type Corner Jack Qty 10 Ply 1 Job Reference (optional) T19827499 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:52 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-KY6RjIM6zYm3VhqxwAMuriWu_XebQBKJhwvTJazVqOz Scale = 1:14.9 1 2 3 4 4x6 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0- 4 - 1 2- 5 - 1 2- 0 - 1 0 2- 5 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.84 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-9 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=133(LC 12) Max Uplift 3=-128(LC 12), 2=-123(LC 8) Max Grav 3=148(LC 1), 2=314(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3 and 123 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss D01 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T19827500 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:54 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-GwEB8_NNUA0nl?_K2bOMw7bIWKHbuuWc9EOaNTzVqOx Scale = 1:33.5 1 2 3 4 5 6 7 8 12 11 10 9131415 16 17 5x6 5x8 3x12 MT20HS 7x10 2x4 3x4 2x4 2x4 7x10 3x4 2x4 HTU26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 3-10-4 3-10-4 7-0-12 3-2-8 12-11-4 5-10-8 16-1-12 3-2-8 19-7-0 3-5-4 -1-0-0 1-0-0 3-10-4 3-10-4 7-0-12 3-2-8 10-0-0 2-11-4 12-11-4 2-11-4 16-1-12 3-2-8 19-7-0 3-5-4 0- 4 - 1 4- 6 - 1 0- 6 - 2 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [8:0-0-0,0-1-3], [10:0-5-0,0-4-8], [11:0-2-4,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.48 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.37 0.06 (loc) 10-11 10-11 8 l/defl >999 >618 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 228 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-0, 2=0-8-0 Max Horz 2=105(LC 27) Max Uplift 8=-2193(LC 9), 2=-1659(LC 8) Max Grav 8=6183(LC 1), 2=4208(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9211/3588, 3-4=-9890/3876, 4-5=-9855/3943, 5-6=-9870/3696, 6-7=-9900/3626, 7-8=-11023/3954 BOT CHORD 2-12=-3316/8377, 11-12=-3316/8377, 10-11=-2388/6507, 9-10=-3533/9951, 8-9=-3533/9951 WEBS 5-10=-1571/4478, 7-10=-968/351, 7-9=-281/1039, 5-11=-1966/4453, 3-11=-505/916, 3-12=-684/317 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2193 lb uplift at joint 8 and 1659 lb uplift at joint 2. 9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 9-0-12 from the left end to 19-0-12 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss) or equivalent at 13-0-12 from the left end to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss D01 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T19827500 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:54 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-GwEB8_NNUA0nl?_K2bOMw7bIWKHbuuWc9EOaNTzVqOx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-8=-70, 2-8=-20 Concentrated Loads (lb) Vert: 10=-1061(F) 11=-2254(F) 13=-1051(F) 14=-1051(F) 15=-1051(F) 16=-1051(F) 17=-1057(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss D02 Truss Type COMMON Qty 3 Ply 1 Job Reference (optional) T19827501 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:56 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-DJMyZgPd0nGV_J8i9?Rq?Ygcf8x2Mo2ucYtgSLzVqOv Scale = 1:34.2 1 2 3 4 5 6 7 8 9 10 13 12 11 14 15 16 17 18 19 4x6 3x6 3x6 4x6 5x8 5x8 4x6 3x4 2x4 5x6 3x4 2x4 2x4 7-0-0 3- 0 - 0 6-4-4 6-4-4 13-7-12 7-3-8 19-7-0 5-11-4 -1-0-0 1-0-0 3-6-10 3-6-10 6-4-4 2-9-10 7-5-5 1-1-1 8-7-3 1-1-14 10-0-0 1-4-13 11-4-13 1-4-13 12-6-11 1-1-14 13-7-12 1-1-1 16-5-6 2-9-10 19-7-0 3-1-10 0- 4 - 1 4- 6 - 1 0- 6 - 2 5.00 12 Plate Offsets (X,Y)-- [5:0-6-0,Edge], [7:0-6-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.55 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.45 0.03 0.15 (loc) 11-13 11-13 10 11-13 l/defl >999 >510 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-5,7-8: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-7: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-2-12, 2=0-8-0 Max Horz 2=174(LC 16) Max Uplift 10=-243(LC 13), 2=-336(LC 12) Max Grav 10=1259(LC 2), 2=1335(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2933/324, 3-4=-2508/181, 4-5=-2115/289, 5-6=0/743, 6-7=0/741, 7-8=-2117/309, 8-9=-2506/218, 9-10=-2860/385 BOT CHORD 2-13=-353/2657, 11-13=-42/2186, 10-11=-286/2565 WEBS 5-14=-2991/110, 7-14=-2991/110, 8-11=0/870, 9-11=-450/361, 4-13=0/879, 3-13=-543/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 19-5-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0lb AC unit load placed on the bottom chord, 10-0-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-14, 7-14 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 10 and 336 lb uplift at joint 2. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss D03 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T19827502 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:58 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-9iUi_MQtYOWDDcI5HQTI5zmy0xdRqi8B4sMnWEzVqOt Scale = 1:36.4 1 2 3 4 5 6 7 8 9 10 11 14 13 12 15 16 17 18 19 20 21 4x6 3x6 4x6 5x8 5x8 5x6 3x4 2x4 5x6 3x4 2x4 2x4 3x6 6-4-4 6-4-4 13-7-12 7-3-8 20-0-0 6-4-4 -1-0-0 1-0-0 3-6-10 3-6-10 6-4-4 2-9-10 7-5-5 1-1-1 8-7-3 1-1-14 10-0-0 1-4-13 11-4-13 1-4-13 12-6-11 1-1-14 13-7-12 1-1-1 16-5-6 2-9-10 20-0-0 3-6-10 21-0-0 1-0-0 0- 4 - 1 4- 6 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [5:0-6-0,Edge], [7:0-6-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.55 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.46 0.04 0.15 (loc) 12-14 12-14 10 12-14 l/defl >999 >499 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-5,7-8: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-7: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-159(LC 13) Max Uplift 2=-336(LC 12), 10=-336(LC 13) Max Grav 2=1345(LC 2), 10=1345(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2964/306, 3-4=-2541/179, 4-5=-2145/283, 5-6=0/758, 6-7=0/758, 7-8=-2145/284, 8-9=-2541/179, 9-10=-2964/307 BOT CHORD 2-14=-336/2685, 12-14=-7/2217, 10-12=-203/2685 WEBS 5-15=-3040/66, 7-15=-3040/66, 8-12=0/889, 9-12=-541/363, 4-14=0/889, 3-14=-541/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 21-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0lb AC unit load placed on the bottom chord, 10-0-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-15, 7-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint 2 and 336 lb uplift at joint 10. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss D04 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T19827503 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:25:59 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-du24BiRVJie3rmtHq8_XdAI71LwKZK5LIW6K2gzVqOs Scale = 1:35.8 1 2 3 4 5 6 7 8 10 9 11 12 4x6 4x6 4x6 5x6 3x4 2x4 2x4 4x6 9-0-0 9-0-0 11-0-0 2-0-0 20-0-0 9-0-0 -1-0-0 1-0-0 5-8-11 5-8-11 9-0-0 3-3-5 11-0-0 2-0-0 14-3-5 3-3-5 20-0-0 5-8-11 21-0-0 1-0-0 0- 4 - 1 4- 1 - 1 0- 4 - 1 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.77 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.34 0.04 (loc) 2-10 2-10 7 l/defl >999 >692 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-86(LC 13) Max Uplift 2=-342(LC 12), 7=-342(LC 13) Max Grav 2=963(LC 1), 7=963(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1593/1444, 3-4=-1261/1106, 4-5=-1119/1062, 5-6=-1261/1106, 6-7=-1593/1445 BOT CHORD 2-10=-1221/1407, 9-10=-698/1119, 7-9=-1082/1407 WEBS 3-10=-388/641, 4-10=-304/324, 5-9=-305/324, 6-9=-388/642 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 21-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 2 and 342 lb uplift at joint 7.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss D05 Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T19827504 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:01 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-ZG9rcNTmrJun440gyZ0?ibOTo9cb1CGempbR7ZzVqOq Scale = 1:35.8 1 2 3 4 5 6 9 8 7 10 11 12 13 5x8 5x8 3x6 4x6 2x4 3x4 3x6 NAILED NAILED NAILED NAILED 7-0-0 7-0-0 13-0-0 6-0-0 20-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 13-0-0 6-0-0 20-0-0 7-0-0 21-0-0 1-0-0 0- 4 - 1 3- 3 - 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [3:0-5-4,0-2-4], [4:0-5-0,0-2-4], [5:0-0-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.72 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.25 0.09 (loc) 2-9 7-9 5 l/defl >999 >939 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=-68(LC 28) Max Uplift 2=-808(LC 8), 5=-808(LC 9) Max Grav 2=1733(LC 1), 5=1733(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3484/1609, 3-4=-3133/1547, 4-5=-3486/1610 BOT CHORD 2-9=-1430/3102, 7-9=-1434/3131, 5-7=-1389/3104 WEBS 3-9=-89/721, 4-7=-101/722 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 808 lb uplift at joint 2 and 808 lb uplift at joint 5. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 243 lb down and 316 lb up at 7-0-0, and 243 lb down and 316 lb up at 13-0-0 on top chord, and 375 lb down and 183 lb up at 7-0-0, and 375 lb down and 183 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-196(B) 4=-196(B) 9=-375(B) 7=-375(B) 10=-134(B) 11=-134(B) 12=-63(B) 13=-63(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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss EJ3 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T19827505 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:02 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-1TjDqjTOcd0eiEbsWGYEFpwjQZ35mjpn_TK?f?zVqOp Scale = 1:10.8 1 2 3 4 4x6 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0- 4 - 1 1- 7 - 1 1- 2 - 1 0 1- 7 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=87(LC 12) Max Uplift 3=-65(LC 12), 2=-167(LC 8), 4=-37(LC 8) Max Grav 3=67(LC 1), 2=234(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 3, 167 lb uplift at joint 2 and 37 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss EJ5 Truss Type Jack-Open Qty 7 Ply 1 Job Reference (optional) T19827506 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:04 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-_rrzFPVe8EGMxXlFdhaiKE0?nMkPEdI4Snp5ktzVqOn Scale = 1:14.9 1 2 3 4 3x8 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0- 4 - 1 2- 5 - 1 2- 0 - 1 0 2- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.60 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=133(LC 12) Max Uplift 3=-128(LC 12), 2=-123(LC 8) Max Grav 3=148(LC 1), 2=314(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3 and 123 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss EJ7 Truss Type Jack-Open Qty 20 Ply 1 Job Reference (optional) T19827507 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:05 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-S2PMSlWGvYODZhKRBO5xtRY4Bm_qz4YDhRZfGKzVqOm Scale = 1:20.0 1 2 5 3 43x8 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0- 4 - 1 3- 3 - 1 2- 1 0 - 1 0 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.70 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.21 -0.00 (loc) 2-4 2-4 3 l/defl >523 >382 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. 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=180(LC 12) Max Uplift 3=-161(LC 12), 2=-140(LC 12) Max Grav 3=204(LC 1), 2=400(LC 1), 4=127(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 3 and 140 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss G01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19827508 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:07 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-OQW6tRXXR9fxp?UpIp7PysdQ4af4RxBW8l2mLCzVqOk Scale = 1:36.5 1 2 3 4 7 6 5 8 9 3x6 4x10 MT20HS 5x8 3x6 3x6 2x4 3x4 7-0-0 7-0-0 14-10-0 7-10-0 21-10-0 7-0-0 7-0-0 7-0-0 14-10-0 7-10-0 21-10-0 7-0-0 0- 4 - 1 3- 3 - 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-0-10,Edge], [2:0-6-0,0-1-12], [3:0-5-0,0-2-4], [4:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.71 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.20 0.05 (loc) 4-5 1-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 86 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bracing. REACTIONS. (size)1=0-8-0, 4=0-8-0 Max Horz 1=-61(LC 13) Max Uplift 1=-299(LC 9), 4=-299(LC 8) Max Grav 1=952(LC 1), 4=952(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1811/1270, 2-3=-1583/1278, 3-4=-1812/1269 BOT CHORD 1-7=-1027/1574, 5-7=-1025/1583, 4-5=-1019/1575 WEBS 2-7=0/315, 3-5=0/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 7-0-0, Exterior(2) 7-0-0 to 21-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 1 and 299 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss G02 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T19827509 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:09 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-KpesI6Znynvf2JeCQEAt1HjsrNIivlCpb3XsP5zVqOi Scale = 1:38.1 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 5x8 5x8 3x6 3x6 2x4 5x8 2x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-0-0 5-0-0 10-11-0 5-11-0 16-10-0 5-11-0 21-10-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-11-0 5-11-0 16-10-0 5-11-0 21-10-0 5-0-0 0- 4 - 1 2- 5 - 1 0- 4 - 1 2- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [3:0-5-12,0-2-8], [5:0-5-12,0-2-8], [6:0-0-10,Edge], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.89 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.27 -0.36 0.10 (loc) 8 8-9 6 l/defl >928 >699 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-4 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=60(LC 27) Max Uplift 6=-770(LC 4), 2=-854(LC 4) Max Grav 6=1449(LC 1), 2=1552(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3127/1758, 3-4=-4081/2318, 4-5=-4081/2318, 5-6=-3137/1758 BOT CHORD 2-9=-1553/2786, 8-9=-1555/2801, 7-8=-1555/2814, 6-7=-1552/2798 WEBS 3-9=-35/397, 3-8=-730/1404, 4-8=-728/593, 5-8=-718/1399, 5-7=-42/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 770 lb uplift at joint 6 and 854 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 292 lb up at 5-0-0, and 218 lb down and 292 lb up at 16-10-0 on top chord, and 115 lb down and 119 lb up at 5-0-0, and 115 lb down and 119 lb up at 16-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 2-6=-20 Concentrated Loads (lb) Vert: 3=-171(B) 5=-171(B) 9=-71(B) 8=-26(B) 4=-78(B) 7=-71(B) 10=-78(B) 11=-78(B) 12=-78(B) 13=-78(B) 14=-26(B) 15=-26(B) 16=-26(B) 17=-26(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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss HJ3 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T19827510 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:11 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-HCmdjoa1UO9MHcnbXfCL6ioFLB9ANn163N0zU_zVqOg Scale = 1:11.0 1 2 5 3 6 4 2x4 NAILED NAILED NAILED NAILED 4-2-3 4-2-3 -1-5-0 1-5-0 4-2-3 4-2-3 0- 4 - 1 1- 6 - 1 3 0- 4 - 1 1- 2 - 1 2 1- 6 - 1 3 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 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=101(LC 4) Max Uplift 3=-58(LC 8), 2=-214(LC 4), 4=-53(LC 4) Max Grav 3=80(LC 35), 2=254(LC 1), 4=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3, 214 lb uplift at joint 2 and 53 lb uplift at joint 4. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=94(F=47, B=47) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss HJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T19827511 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:12 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-lOK?w8bfFiHDvmMn5MjafwLL5bQN6EHFI1lW0QzVqOf Scale = 1:16.2 1 2 5 6 3 7 8 4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-2 7-0-2 -1-5-0 1-5-0 3-9-9 3-9-9 7-0-2 3-2-8 0- 4 - 1 2- 4 - 1 3 2- 0 - 1 2 2- 4 - 1 3 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.18 -0.00 (loc) 2-4 2-4 3 l/defl >384 >452 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=147(LC 4) Max Uplift 3=-146(LC 4), 2=-289(LC 4), 4=-94(LC 5) Max Grav 3=193(LC 1), 2=357(LC 1), 4=119(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 3, 289 lb uplift at joint 2 and 94 lb uplift at joint 4. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=94(F=47, B=47) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss HJ7 Truss Type Diagonal Hip Girder Qty 5 Ply 1 Job Reference (optional) T19827512 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:14 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-hnSlLqdwnJXx84WADnl2kLQlkO6fa3EYlLEd4IzVqOd Scale = 1:21.2 1 2 3 7 6 5 8 9 10 4 11 12 13 3x4 2x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-2-9 5-2-9 9-10-1 4-7-8 -1-5-0 1-5-0 5-2-9 5-2-9 9-10-1 4-7-8 0- 4 - 1 3- 2 - 1 3 2- 1 0 - 1 2 3- 2 - 1 3 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.46 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.07 0.01 (loc) 2-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-8-2 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=194(LC 22) Max Uplift 4=-136(LC 4), 2=-286(LC 4), 6=-167(LC 8) Max Grav 4=161(LC 1), 2=511(LC 1), 6=340(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-879/472 BOT CHORD 2-7=-552/815, 6-7=-552/815 WEBS 3-7=-9/261, 3-6=-863/585 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 4, 286 lb uplift at joint 2 and 167 lb uplift at joint 6. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=94(F=47, B=47) 10=-97(F=-49, B=-49) 13=-36(F=-18, B=-18) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss K01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T19827513 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:15 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-9z?7YAdYYdfomE5MmVGHHYzzroV3Ja?h_?_BdlzVqOc Scale = 1:19.5 1 2 3 4 5 6 8 7 9 10 4x6 4x6 3x4 3x4 2x4 2x4 NAILED NAILED 3-0-0 3-0-0 7-0-0 4-0-0 10-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 7-0-0 4-0-0 10-0-0 3-0-0 11-0-0 1-0-0 0- 4 - 1 1- 7 - 1 0- 4 - 1 1- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.25 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.03 -0.01 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=34(LC 12) Max Uplift 2=-462(LC 4), 5=-462(LC 5) Max Grav 2=536(LC 19), 5=536(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-769/694, 3-4=-665/660, 4-5=-769/694 BOT CHORD 2-8=-582/656, 7-8=-595/665, 5-7=-582/656 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 462 lb uplift at joint 2 and 462 lb uplift at joint 5. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 105 lb up at 3-0-0, and 99 lb down and 105 lb up at 7-0-0 on top chord, and 40 lb down and 122 lb up at 3-0-0, and 40 lb down and 122 lb up at 6-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-3(F) 4=-3(F) 8=-16(F) 7=-16(F) 10=-6(F) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss K02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19827514 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:17 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-5L7uzsfo4EvW?XFkuwJlMz2DBc9znVe_RJTHhdzVqOa Scale = 1:19.5 1 2 3 4 5 6 8 7 4x6 4x6 4x6 4x6 2x4 2x4 4-6-0 4-6-0 5-6-0 0-11-15 10-0-0 4-6-0 -1-0-0 1-0-0 4-6-0 4-6-0 5-6-0 0-11-15 10-0-0 4-6-0 11-0-0 1-0-0 0- 4 - 1 2- 2 - 9 0- 4 - 1 2- 2 - 9 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.35 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 0.07 -0.01 (loc) 2-8 2-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=47(LC 12) Max Uplift 2=-373(LC 8), 5=-373(LC 9) Max Grav 2=513(LC 1), 5=513(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-627/1419, 3-4=-516/1410, 4-5=-627/1417 BOT CHORD 2-8=-1160/511, 7-8=-1175/516, 5-7=-1148/511 WEBS 3-8=-363/111, 4-7=-363/111 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 4-6-0, Exterior(2) 4-6-0 to 11-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 2 and 373 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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss V01 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19827515 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:17 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-5L7uzsfo4EvW?XFkuwJlMz2Fac7VnVW_RJTHhdzVqOa Scale = 1:12.5 1 2 3 4 3x4 3x6 3x4 2x4 5-7-1 5-7-1 3-6-8 3-6-8 5-7-1 2-0-9 0- 0 - 4 1- 5 - 1 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [3:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.53 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-6-7, 4=5-6-7 Max Horz 1=66(LC 12) Max Uplift 1=-71(LC 12), 4=-82(LC 9) Max Grav 1=211(LC 1), 4=211(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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 71 lb uplift at joint 1 and 82 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss V02 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19827516 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:18 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-ZYhGBBgQrY1NdhqxSdq_vAbTD?YpWym8gzCrD4zVqOZ Scale = 1:10.1 1 2 3 2x4 2x4 2x4 3-6-7 3-6-7 4-0-0 0-5-9 0- 0 - 4 1- 5 - 1 1 1- 4 - 3 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.19 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: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 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=3-11-6, 3=3-11-6 Max Horz 1=73(LC 12) Max Uplift 1=-43(LC 12), 3=-73(LC 12) Max Grav 1=140(LC 1), 3=140(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 1 and 73 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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss V03 Truss Type Valley Qty 3 Ply 1 Job Reference (optional) T19827517 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:19 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-2kFeOXh2cr9EFrO7?LLDRO7ijPwZFP0HvdyOmWzVqOY Scale = 1:6.9 1 2 3 2x4 2-0-0 2-0-0 0- 0 - 4 0- 1 0 - 0 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.03 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 = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 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=1-11-6, 2=1-11-6, 3=1-11-6 Max Horz 1=30(LC 12) Max Uplift 1=-17(LC 12), 2=-36(LC 12) Max Grav 1=56(LC 1), 2=44(LC 1), 3=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 36 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss V04 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19827518 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:20 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-Wwp0bthgN9H5s?zJZ2sS_bgrwpGF_sGR7HhyIyzVqOX Scale = 1:8.5 1 2 3 2x4 2x4 2x4 2-9-0 2-9-0 0- 0 - 4 1- 1 - 1 2 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.06 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: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-8-6, 3=2-8-6 Max Horz 1=44(LC 12) Max Uplift 1=-25(LC 12), 3=-44(LC 12) Max Grav 1=83(LC 1), 3=83(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 1 and 44 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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss V05 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19827519 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:20 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-Wwp0bthgN9H5s?zJZ2sS_bgjWpCX_sGR7HhyIyzVqOX Scale = 1:12.6 1 2 3 2x4 2x4 2x4 4-9-0 4-9-0 0- 0 - 4 1- 1 1 - 1 2 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.68 0.30 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: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-8-6, 3=4-8-6 Max Horz 1=90(LC 12) Max Uplift 1=-53(LC 12), 3=-91(LC 12) Max Grav 1=173(LC 1), 3=173(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-156/387 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 1 and 91 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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss V06 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T19827520 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:22 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-SJwn0ZjxumXp6I7ihTvw30l9Udu6SkKjbbA2MrzVqOV Scale = 1:33.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 3x4 4x6 3x4 3x6 20-10-6 20-10-6 10-5-3 10-5-3 20-10-6 10-5-3 0- 0 - 4 4- 4 - 3 0- 0 - 4 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.23 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-10-6. (lb) - Max Horz 1=-83(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 16, 11 except 15=-108(LC 12), 17=-177(LC 12), 12=-107(LC 13), 10=-176(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 14, 15, 16, 12, 11 except 17=338(LC 23), 10=338(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-67/252, 4-5=-101/337, 5-6=-101/338, 6-7=-67/252 WEBS 4-15=-160/335, 3-16=-98/270, 2-17=-242/525, 6-12=-160/335, 7-11=-98/270, 8-10=-242/525 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) 0-9-1 to 6-9-1, Exterior(2) 6-9-1 to 10-5-3, Corner(3) 10-5-3 to 16-5-3, Exterior(2) 16-5-3 to 20-1-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 9, 16, 11 except (jt=lb) 15=108, 17=177, 12=107, 10=176. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE), SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE, OR CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss V07 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T19827521 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:23 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-wVU9EvkZf4ggjSiuEAQ9cEIJN0D9BAytpFwcvHzVqOU Scale = 1:27.0 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 16-10-6 16-10-6 8-5-3 8-5-3 16-10-6 8-5-3 0- 0 - 4 3- 6 - 3 0- 0 - 4 5.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.30 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-10-6. (lb) - Max Horz 1=66(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-220(LC 12), 6=-220(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=304(LC 1), 8=410(LC 23), 6=410(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-94/270, 3-4=-94/270 WEBS 2-8=-314/658, 4-6=-314/658 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) 0-9-1 to 6-9-1, Exterior(2) 6-9-1 to 8-5-3, Corner(3) 8-5-3 to 14-5-3, Exterior(2) 14-5-3 to 16-1-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 8=220, 6=220.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss V08 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T19827522 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:24 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-Oi2XRFkBQOoWLcH5ouxO8RrVVQaRwda02uf9RjzVqOT Scale = 1:20.6 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-10-6 12-10-6 6-5-3 6-5-3 12-10-6 6-5-3 0- 0 - 4 2- 8 - 3 0- 0 - 4 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.24 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-10-6. (lb) - Max Horz 1=49(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-182(LC 12), 6=-181(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=350(LC 1), 6=350(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-249/575, 4-6=-249/575 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=182, 6=181. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss V09 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19827523 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:25 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-sucvfblpBhwNzmsHMbSdhfNfoqsEf4GAHYPjzAzVqOS Scale: 3/4"=1' 1 2 3 4 3x4 4x6 3x4 2x4 0-0-10 0-0-10 8-10-6 8-9-13 4-5-3 4-5-3 8-10-6 4-5-3 0- 0 - 4 1- 1 0 - 3 0- 0 - 4 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.46 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-9-3, 3=8-9-3, 4=8-9-3 Max Horz 1=32(LC 12) Max Uplift 1=-63(LC 12), 3=-69(LC 13), 4=-104(LC 12) Max Grav 1=148(LC 23), 3=148(LC 24), 4=374(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-247/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=104. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss V10 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19827524 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:25 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-sucvfblpBhwNzmsHMbSdhfNi8qwaf6VAHYPjzAzVqOS Scale = 1:9.0 1 2 3 2x4 3x6 2x4 0-0-10 0-0-10 4-10-6 4-9-13 2-5-3 2-5-3 4-10-6 2-5-3 0- 0 - 4 1- 0 - 3 0- 0 - 4 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-9-3, 3=4-9-3 Max Horz 1=-15(LC 17) Max Uplift 1=-53(LC 12), 3=-53(LC 13) Max Grav 1=151(LC 1), 3=151(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-169/368, 2-3=-169/368 BOT CHORD 1-3=-274/139 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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. March 30,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job GROZA-4800 Truss V11 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19827525 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 30 06:26:26 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:isHchTISssUA394me90vb7ycGrZ-K4AIswmRy?2EawRTwJzsDsws1EHGOZlJWC8GWczVqOR Scale = 1:10.5 1 2 3 2x4 2x4 2x4 3-8-8 3-8-8 0- 0 - 4 1- 6 - 9 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.15 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 = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-14, 3=3-7-14 Max Horz 1=66(LC 12) Max Uplift 1=-39(LC 12), 3=-66(LC 12) Max Grav 1=126(LC 1), 3=126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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. March 30,2020 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s