Loading...
HomeMy WebLinkAboutTRUSSCUT6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2227609-SYNERGY-SUCHON - 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 56 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: SYNERGY HOMES Project Name: SUCHON Model: . Subdivision: . Address: SEMINOLE ROAD, . State: FLCity: PORT SAINT LUCIE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: March 27,2020 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 T19817194 A01 Date 3/27/202T19817195A023/27/203T19817196A033/27/204T19817197A043/27/205T19817198A053/27/206T19817199A073/27/207T19817200A083/27/208T19817201A093/27/209T19817202A103/27/2010T19817203A113/27/2011T19817204A123/27/2012T19817205B013/27/2013T19817206B023/27/2014T19817207B033/27/20 No.Seal#Truss Name 15 T19817208 B04 Date 3/27/2016T19817209C013/27/2017T19817210C023/27/2018T19817211C033/27/2019T19817212C043/27/2020T19817213C053/27/2021T19817214C063/27/2022T19817215C073/27/2023T19817216C083/27/2024T19817217CJ13/27/2025T19817218CJ33/27/2026T19817219CJ53/27/2027T19817220D013/27/2028T19817221D023/27/20 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: 2227609-SYNERGY-SUCHON - 2 of 2 Site Information: Lot/Block: . Customer Info: SYNERGY HOMES Project Name: SUCHON Model: . Subdivision: . Address: SEMINOLE ROAD, . State: FLCity: PORT SAINT LUCIE No.Seal#Truss Name 29 T19817222 D03 Date 3/27/2030T19817223D043/27/2031T19817224E013/27/2032T19817225E023/27/2033T19817226E033/27/2034T19817227E043/27/2035T19817228E053/27/2036T19817229EJ33/27/2037T19817230EJ53/27/2038T19817231EJ73/27/2039T19817232EJ513/27/2040T19817233EJ713/27/2041T19817234EJ723/27/2042T19817235EJ733/27/2043T19817236G013/27/2044T19817237G023/27/2045T19817238HJ33/27/2046T19817239HJ73/27/2047T19817240HJ513/27/2048T19817241K013/27/2049T19817242K023/27/2050T19817243V013/27/2051T19817244V023/27/2052T19817245V033/27/2053T19817246V043/27/2054T19817247V053/27/2055T19817248V063/27/2056T19817249V073/27/20 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 2227609-SYNERGY-SUCHON Truss A01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817194 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:31 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-srB4JXZd8PH5iWIp6P8YeUu3usPyVNxtj21maLzWmng Scale = 1:90.4 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 3x8 MT20HS ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x8 MT20HS 4x6 5x6 6x8 3x6 3x6 3x6 3x6 3x8 3x6 2x4 4x6 3x6 2x4 5x8 3x8 7-3-0 7-3-0 7-7-0 0-4-0 15-3-8 7-8-8 17-0-5 1-8-13 23-0-0 5-11-11 25-10-0 2-10-0 31-9-11 5-11-11 39-2-5 7-4-11 46-10-0 7-7-11 -1-0-0 1-0-0 7-3-0 7-3-0 7-7-0 0-4-0 9-9-6 2-2-6 15-3-8 5-6-2 17-0-5 1-8-13 23-0-0 5-11-11 25-10-0 2-10-0 31-9-11 5-11-11 39-2-5 7-4-11 46-10-0 7-7-11 47-10-0 1-0-0 0-4-19-11-10-6-10-8-09-11-15.00 12 Plate Offsets (X,Y)-- [7:0-5-12,0-2-8], [8:0-3-0,0-2-4], [12:0-0-0,0-2-4], [15:0-3-0,0-3-0], [20:Edge,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 0.91 0.73 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.62 0.10 (loc) 19-20 19-20 12 l/defl >999 >759 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 270 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-15,18-20: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-21: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-1 oc bracing. WEBS 1 Row at midpt 6-17, 9-16 REACTIONS. (size)2=0-8-0, 12=0-8-0, 21=0-8-0 Max Horz 2=233(LC 12) Max Uplift 2=-123(LC 8), 12=-672(LC 13), 21=-834(LC 12) Max Grav 2=263(LC 23), 12=1832(LC 1), 21=2291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/513, 3-4=-142/523, 4-6=-2178/1415, 6-7=-2018/1463, 7-8=-1858/1480, 8-9=-2099/1505, 9-11=-2793/1795, 11-12=-3562/2055 BOT CHORD 2-21=-339/239, 19-20=-488/870, 17-19=-992/1926, 16-17=-781/1776, 15-16=-1322/2484, 14-15=-1741/3144, 12-14=-1741/3144 WEBS 6-19=-297/344, 6-17=-321/312, 7-17=-203/272, 7-16=-254/422, 8-16=-342/500, 9-16=-928/745, 9-15=-139/512, 11-15=-742/519, 11-14=0/324, 4-19=-557/1169, 20-21=-2214/1334, 3-20=-363/369, 4-20=-2201/1321 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 23-0-0, Exterior(2) 23-0-0 to 34-3-13, Interior(1) 34-3-13 to 47-10-11 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=123, 12=672, 21=834. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss A02 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T19817195 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:32 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-K1lTXtaGvjPyJgt0g6fnAhREWGkdEpN1yimJ6nzWmnf Scale = 1:86.9 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 3x8 MT20HS ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x8 MT20HS 4x6 5x6 6x8 3x6 3x6 3x8 3x6 3x6 2x4 4x6 3x6 2x4 5x8 3x8 7-3-0 7-3-0 7-4-14 0-1-14 7-7-0 0-2-2 17-0-5 9-5-5 31-9-11 14-9-6 39-2-5 7-4-11 46-10-0 7-7-11 -1-0-0 1-0-0 7-3-0 7-3-0 7-4-14 0-1-14 7-7-0 0-2-2 9-9-6 2-2-6 17-0-5 7-2-15 24-5-0 7-4-11 31-9-11 7-4-11 39-2-5 7-4-11 46-10-0 7-7-11 47-10-0 1-0-0 0-4-110-6-20-6-10-8-05.00 12 Plate Offsets (X,Y)-- [11:0-0-0,0-2-4], [14:0-3-0,0-3-0], [18:Edge,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 0.91 0.77 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.63 0.10 (loc) 17-18 17-18 11 l/defl >999 >748 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 248 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-14,16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-19: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 1 Row at midpt 6-15, 8-15 REACTIONS. (size)2=0-8-0, 11=0-8-0, 19=0-8-0 Max Horz 2=245(LC 12) Max Uplift 2=-124(LC 8), 11=-682(LC 13), 19=-857(LC 12) Max Grav 2=263(LC 23), 11=1830(LC 1), 19=2298(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/533, 3-4=-157/543, 4-6=-2177/1303, 6-7=-1984/1344, 7-8=-1983/1351, 8-10=-2799/1660, 10-11=-3554/1958 BOT CHORD 2-19=-352/228, 17-18=-404/852, 15-17=-871/1929, 14-15=-1187/2493, 13-14=-1589/3136, 11-13=-1589/3136 WEBS 6-17=-310/326, 6-15=-391/307, 8-15=-1031/721, 7-15=-562/988, 8-14=-131/532, 10-14=-723/514, 10-13=0/317, 4-17=-517/1193, 18-19=-2222/1249, 3-18=-375/377, 4-18=-2199/1170 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 24-5-0, Exterior(2) 24-5-0 to 30-5-0, Interior(1) 30-5-0 to 47-10-11 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=124, 11=682, 19=857. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss A03 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T19817196 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:34 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-GPsDyZbWRKffZz1OnXhFG6Wa14Mfij5JP?FQAfzWmnd Scale = 1:86.9 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 3x8 MT20HS ST1.5x8 STP ST1.5x8 STP 5x6 3x8 MT20HS 4x6 5x6 6x8 3x6 3x6 3x8 3x6 3x6 2x4 4x6 5x8 3x6 2x4 3x8 6-2-6 6-2-6 7-4-11 1-2-5 7-4-14 0-0-3 7-10-5 0-5-8 9-7-10 1-9-5 16-10-9 7-2-15 17-0-5 0-1-12 31-9-11 14-9-6 39-2-5 7-4-11 46-10-0 7-7-11 -1-0-0 1-0-0 6-2-6 6-2-6 7-4-14 1-2-8 7-10-5 0-5-8 9-7-10 1-9-5 17-0-5 7-4-11 24-5-0 7-4-11 31-9-11 7-4-11 39-2-5 7-4-11 46-10-0 7-7-11 47-10-0 1-0-0 0-4-110-6-20-6-10-8-05.00 12 Plate Offsets (X,Y)-- [11:0-0-0,0-2-4], [14:0-3-0,0-3-0], [18:Edge,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 0.91 0.99 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.66 0.10 (loc) 17-18 17-18 11 l/defl >999 >706 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 248 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-19: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-15 REACTIONS. (size)2=0-8-0, 11=0-8-0, 19=0-10-9 Max Horz 2=245(LC 12) Max Uplift 2=-125(LC 8), 11=-681(LC 13), 19=-859(LC 12) Max Grav 2=265(LC 23), 11=1822(LC 1), 19=2305(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/543, 3-4=-156/546, 4-6=-2134/1281, 6-7=-1962/1333, 7-8=-1961/1339, 8-10=-2778/1649, 10-11=-3534/1948 BOT CHORD 2-19=-359/231, 17-18=-356/763, 15-17=-851/1889, 14-15=-1177/2474, 13-14=-1579/3117, 11-13=-1579/3117 WEBS 6-17=-335/338, 6-15=-368/294, 8-15=-1031/721, 7-15=-553/972, 8-14=-132/533, 10-14=-724/515, 10-13=0/318, 4-17=-549/1247, 4-18=-2146/1137, 18-19=-2226/1251, 3-18=-387/387 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 24-5-0, Exterior(2) 24-5-0 to 30-5-0, Interior(1) 30-5-0 to 47-10-11 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=125, 11=681, 19=859. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss A04 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T19817197 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:35 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-kcQb9vc8CenWA7cbLFCUoK3l2UiBRB2Tef?zj6zWmnc Scale = 1:86.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 3x8 MT20HS ST1.5x8 STP ST1.5x8 STP 5x6 3x8 4x6 4x6 5x6 6x8 3x8 2x4 3x6 6x12 MT20HS 3x6 3x8 3x6 3x6 2x4 3x8 3x6 6-2-6 6-2-6 8-11-6 2-9-0 9-10-5 0-10-15 16-10-9 7-0-4 17-0-5 0-1-12 31-9-11 14-9-6 39-2-5 7-4-11 46-10-0 7-7-11 -1-0-0 1-0-0 6-2-6 6-2-6 9-10-5 3-7-15 17-0-5 7-2-0 17-1-11 0-1-6 24-5-0 7-3-5 31-9-11 7-4-11 39-2-5 7-4-11 46-10-0 7-7-11 47-10-0 1-0-0 0-4-110-6-20-6-10-8-05.00 12 Plate Offsets (X,Y)-- [11:0-0-0,0-2-4], [14:0-3-0,0-3-0], [17:0-3-8,0-1-8], [18:0-3-0,0-0-12], [19:0-3-8,0-3-0] 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 0.90 0.97 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.37 0.08 (loc) 14 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 253 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 2-9-0 oc bracing: 18-19 WEBS 1 Row at midpt 4-17, 6-15, 8-15 REACTIONS. (size)2=0-8-0, 11=0-8-0, 19=0-10-9 Max Horz 2=245(LC 12) Max Uplift 2=-163(LC 8), 11=-659(LC 13), 19=-819(LC 12) Max Grav 2=357(LC 23), 11=1719(LC 1), 19=2322(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-150/551, 4-6=-1624/1047, 6-7=-1708/1214, 7-8=-1706/1216, 8-10=-2525/1529, 10-11=-3291/1831 BOT CHORD 18-19=-2029/1058, 4-18=-1949/1086, 17-18=-449/268, 15-17=-632/1409, 14-15=-1070/2240, 13-14=-1474/2898, 11-13=-1474/2898 WEBS 4-17=-977/2021, 3-20=-4/261, 3-19=-505/354, 6-17=-652/476, 8-15=-1032/725, 7-15=-459/788, 8-14=-136/530, 10-14=-736/521, 10-13=0/319 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 24-5-0, Exterior(2) 24-5-0 to 30-5-0, Interior(1) 30-5-0 to 47-10-11 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=163, 11=659, 19=819. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss A05 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T19817198 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:36 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-Do_zNFdmzyvNoHBnvyjjLXcwVt2RAe3csJkXFYzWmnb Scale = 1:90.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 3x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x8 4x6 4x6 3x6 3x8 3x6 2x4 6x8 3x8 3x6 3x8 3x6 5x6 3x6 2x4 6x8 6-2-6 6-2-6 11-1-0 4-10-10 11-9-0 0-8-0 17-0-5 5-3-5 24-5-0 7-4-11 31-9-11 7-4-11 39-2-5 7-4-11 46-10-0 7-7-11 -1-0-0 1-0-0 6-2-6 6-2-6 11-9-0 5-6-10 17-0-5 5-3-5 24-5-0 7-4-11 31-9-11 7-4-11 39-2-5 7-4-11 46-10-0 7-7-11 47-10-0 1-0-0 0-4-110-6-20-6-10-8-05.00 12 Plate Offsets (X,Y)-- [11:Edge,0-2-4], [14:0-3-0,0-3-0], [17:0-3-8,0-1-8], [19:0-3-8,0-3-0] 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 0.97 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.32 0.06 (loc) 11-13 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 255 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 4-18 2-2-0 oc bracing: 18-19 WEBS 1 Row at midpt 8-15 REACTIONS. (size)2=0-8-0, 19=0-8-0, 11=0-8-0 Max Horz 2=245(LC 12) Max Uplift 2=-174(LC 8), 19=-831(LC 12), 11=-630(LC 13) Max Grav 2=443(LC 23), 19=2348(LC 1), 11=1611(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-373/223, 3-4=-185/580, 4-6=-1039/764, 6-7=-1434/1062, 7-8=-1436/1064, 8-10=-2258/1379, 10-11=-3035/1687 BOT CHORD 2-20=-174/269, 19-20=-174/269, 18-19=-2015/1085, 4-18=-1950/1095, 17-18=-512/369, 15-17=-348/900, 14-15=-935/1993, 13-14=-1344/2665, 11-13=-1344/2665 WEBS 3-20=0/278, 3-19=-693/485, 4-17=-885/1752, 6-17=-923/609, 6-15=-119/489, 7-15=-332/593, 8-15=-1034/728, 8-14=-140/532, 10-14=-747/529, 10-13=0/320 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 24-5-0, Exterior(2) 24-5-0 to 30-5-0, Interior(1) 30-5-0 to 47-10-11 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 100 lb uplift at joint(s) except (jt=lb) 2=174, 19=831, 11=630. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss A07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817199 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:38 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-9B6knxe0VZ951bKA0NmBQyhGvhlceYhvKdDdJRzWmnZ Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 3x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 3x8 4x6 4x6 5x6 6x8 3x6 3x6 3x6 2x4 6x8 3x8 3x6 3x6 3x6 2x4 3x8 3x6 6-2-6 6-2-6 11-5-0 5-2-10 11-9-0 0-4-0 17-0-5 5-3-5 24-0-0 6-11-11 24-10-0 0-10-0 31-9-11 6-11-11 39-2-5 7-4-11 46-10-0 7-7-11 -1-0-0 1-0-0 6-2-6 6-2-6 11-9-0 5-6-10 17-0-5 5-3-5 24-0-0 6-11-11 24-10-0 0-10-0 31-9-11 6-11-11 39-2-5 7-4-11 46-10-0 7-7-11 47-10-0 1-0-0 0-4-110-4-10-6-10-8-010-4-15.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [8:0-3-0,0-2-4], [12:0-0-0,0-2-4], [15:0-3-0,0-3-0], [19:0-3-8,0-1-8], [21:0-3-8,0-3-0] 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 0.86 0.92 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.37 0.07 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 267 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-21: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 4-20 2-2-0 oc bracing: 20-21 WEBS 1 Row at midpt 9-16 REACTIONS. (size)2=0-8-0, 12=0-8-0, 21=0-8-0 Max Horz 2=242(LC 12) Max Uplift 2=-177(LC 8), 12=-630(LC 13), 21=-823(LC 12) Max Grav 2=446(LC 23), 12=1615(LC 1), 21=2333(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-380/254, 3-4=-178/559, 4-6=-1049/812, 6-7=-1450/1136, 7-8=-1269/1128, 8-9=-1454/1114, 9-11=-2270/1476, 11-12=-3042/1726 BOT CHORD 2-22=-176/276, 21-22=-176/276, 20-21=-2001/1157, 4-20=-1930/1166, 19-20=-478/364, 17-19=-409/907, 16-17=-437/1249, 15-16=-1034/2004, 14-15=-1440/2672, 12-14=-1440/2672 WEBS 6-17=-161/513, 3-22=0/276, 3-21=-689/483, 4-19=-944/1719, 6-19=-929/649, 7-17=-224/288, 8-16=-322/378, 9-16=-1042/809, 9-15=-143/547, 11-15=-741/527, 11-14=0/316 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 24-0-0, Exterior(2) 24-0-0 to 33-3-13, Interior(1) 33-3-13 to 47-10-11 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 100 lb uplift at joint(s) except (jt=lb) 2=177, 12=630, 21=823. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss A08 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817200 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:40 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-5ZEUCcgH1APpHuUY8oofVNmb1VQa6WiCnxikOJzWmnX Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 2122 23 24 25 26 27 28 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x6 7x10 3x8 2x4 5x8 3x4 2x4 3x4 5x8 5x6 3x4 3x4 3x6 6x8 3x6 6-2-6 6-2-6 11-5-0 5-2-10 11-9-0 0-4-0 15-4-0 3-7-0 22-0-0 6-8-0 26-10-0 4-10-0 33-6-0 6-8-0 39-2-5 5-8-5 43-1-8 3-11-3 -1-0-0 1-0-0 6-2-6 6-2-6 11-9-0 5-6-10 15-4-0 3-7-0 22-0-0 6-8-0 26-10-0 4-10-0 33-4-4 6-6-4 33-6-0 0-1-12 39-0-7 5-6-7 39-2-5 0-1-14 43-1-8 3-11-3 0-4-19-6-12-0-92-0-00-8-09-6-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [7:0-5-12,0-2-8], [8:0-3-0,0-2-4], [12:0-6-12,Edge], [15:0-2-8,0-3-0], [18:0-3-8,0-3-0] 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 0.94 0.95 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.67 0.06 (loc) 16-17 16-17 21 l/defl >999 >564 n/a L/d 240 180 n/a PLATES MT20 Weight: 255 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-13: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 2-6-0 oc bracing: 17-18 WEBS 1 Row at midpt 7-16, 9-15, 6-17 REACTIONS. (size)2=0-8-0, 18=0-8-0, 21=0-6-8 Max Horz 2=303(LC 12) Max Uplift 2=-175(LC 8), 18=-748(LC 12), 21=-474(LC 13) Max Grav 2=466(LC 23), 18=2113(LC 1), 21=1318(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-428/260, 3-5=-191/507, 5-6=-119/529, 6-7=-1253/994, 7-8=-1212/1134, 8-9=-1409/1117, 9-11=-1791/1236, 11-12=-399/242, 13-20=-658/1092, 12-20=-658/1092 BOT CHORD 2-19=-263/321, 18-19=-263/321, 17-18=-1774/1136, 5-17=-267/228, 16-17=-491/624, 15-16=-569/1066, 14-15=-987/1594, 13-14=-856/1322 WEBS 3-19=0/266, 7-15=-312/382, 9-15=-523/459, 11-14=-154/340, 11-13=-1401/966, 3-18=-689/489, 6-16=-189/646, 6-17=-1711/1170, 12-21=-1542/962 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 22-0-0, Exterior(2) 22-0-0 to 35-3-13, Interior(1) 35-3-13 to 42-4-8 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) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=175, 18=748, 21=474. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss A09 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817201 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:42 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-1yLFdIhXZofXWCexFDq7aorxLI9?aQmVFFBrSCzWmnV Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 2223 24 25 26 27 28 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x6 3x8 5x8 3x6 3x4 2x4 3x6 3x4 3x8 3x4 3x4 5x6 7x10 6x8 2x4 3x6 6-2-6 6-2-6 11-5-0 5-2-10 11-9-0 0-4-0 21-0-0 9-3-0 27-10-0 6-10-0 33-6-0 5-8-0 43-1-8 9-7-8 -1-0-0 1-0-0 6-2-6 6-2-6 11-9-0 5-6-10 16-4-8 4-7-8 21-0-0 4-7-8 27-10-0 6-10-0 33-6-0 5-8-0 39-0-7 5-6-7 43-1-8 4-1-1 0-4-19-1-12-0-92-0-00-8-09-1-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [7:0-5-12,0-2-8], [8:0-3-0,0-2-4], [12:0-6-12,Edge], [19:0-3-8,0-3-0] 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 0.96 0.77 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.57 0.05 (loc) 17-18 17-18 22 l/defl >999 >664 n/a L/d 240 180 n/a PLATES MT20 Weight: 254 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 12-13: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-7 oc bracing. WEBS 1 Row at midpt 6-18, 7-17, 5-19 REACTIONS. (size)2=0-8-0, 19=0-8-0, 22=0-6-8 Max Horz 2=294(LC 12) Max Uplift 2=-174(LC 8), 19=-733(LC 12), 22=-466(LC 13) Max Grav 2=531(LC 23), 19=2017(LC 1), 22=1343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-581/293, 3-5=-146/279, 5-6=-18/313, 6-7=-1286/1020, 7-8=-1330/1199, 8-9=-1518/1202, 9-11=-1825/1275, 11-12=-400/236, 13-21=-705/1124, 12-21=-705/1124 BOT CHORD 2-20=-276/460, 19-20=-276/460, 17-18=-551/827, 15-17=-601/1138, 14-15=-1010/1620, 13-14=-902/1356 WEBS 3-20=0/270, 6-18=-1607/1064, 6-17=-170/551, 7-15=-325/393, 9-15=-431/397, 3-19=-661/459, 18-19=-1684/1158, 5-18=-351/367, 11-14=-127/318, 11-13=-1443/1032, 12-22=-1568/990 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 21-0-0, Exterior(2) 21-0-0 to 36-3-13, Interior(1) 36-3-13 to 42-4-8 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) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=174, 19=733, 22=466. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss A10 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817202 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:44 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-_LT?2_jn4PvFlWoJNesbgDxGC6sQ2J2oiZgyX4zWmnT Scale = 1:84.6 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 2122 23 24 25 26 27 28 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x8 7x10 3x8 2x4 3x6 3x4 2x4 3x6 3x6 2x4 3x8 3x4 6x8 2x4 4x6 6x8 6-2-6 6-2-6 11-5-0 5-2-10 11-9-0 0-4-0 19-0-0 7-3-0 24-5-0 5-5-0 29-10-0 5-5-0 37-5-0 7-7-0 43-1-8 5-8-8 -1-0-0 1-0-0 6-2-6 6-2-6 11-9-0 5-6-10 19-0-0 7-3-0 24-5-0 5-5-0 29-10-0 5-5-0 37-5-0 7-7-0 43-1-8 5-8-8 0-4-18-3-12-0-92-0-00-8-08-3-15.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [6:0-5-4,0-2-4], [8:0-5-4,0-2-4], [10:0-6-12,Edge], [18:0-3-8,0-3-0] 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 1.00 0.64 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.05 (loc) 16-17 16-17 21 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 253 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-12 oc bracing. WEBS 1 Row at midpt 5-16, 8-15, 9-13, 9-11, 5-18 REACTIONS. (size)2=0-8-0, 18=0-8-0, 21=0-6-8 Max Horz 2=277(LC 12) Max Uplift 2=-170(LC 8), 18=-706(LC 12), 21=-445(LC 13) Max Grav 2=520(LC 23), 18=2029(LC 1), 21=1340(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-545/267, 3-5=-143/270, 5-6=-1260/929, 6-7=-1423/1223, 7-8=-1423/1223, 8-9=-1686/1236, 9-10=-407/274, 11-20=-714/1086, 10-20=-714/1086 BOT CHORD 2-19=-249/423, 18-19=-249/423, 15-16=-579/1050, 13-15=-841/1458, 12-13=-1076/1592, 11-12=-1076/1592 WEBS 3-19=0/271, 5-16=-764/1385, 6-16=-489/440, 6-15=-491/678, 7-15=-402/387, 8-13=-60/343, 9-13=-210/269, 9-12=0/268, 9-11=-1617/1124, 3-18=-609/409, 17-18=-1720/1250, 5-17=-1657/1281, 10-21=-1579/1019 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 19-0-0, Exterior(2) 19-0-0 to 27-5-13, Interior(1) 27-5-13 to 29-10-0, Exterior(2) 29-10-0 to 38-3-13, Interior(1) 38-3-13 to 42-4-8 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) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=170, 18=706, 21=445. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss A11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817203 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:46 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-wjblTgl2c0Ay?pxiU2v3le0fbvUYWDM5At92bzzWmnR Scale = 1:84.6 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 2122 23 24 25 26 27 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x8 7x10 3x8 4x6 3x4 3x6 3x4 2x4 6x8 3x6 2x4 5x8 3x4 2x4 4x6 5x8 6-2-6 6-2-6 11-5-0 5-2-10 11-9-0 0-4-0 17-0-0 5-3-0 24-5-0 7-5-0 31-10-0 7-5-0 37-5-0 5-7-0 43-1-8 5-8-8 -1-0-0 1-0-0 6-2-6 6-2-6 11-9-0 5-6-10 17-0-0 5-3-0 24-5-0 7-5-0 31-10-0 7-5-0 37-5-0 5-7-0 43-1-8 5-8-8 0-4-17-5-12-0-92-0-00-8-07-5-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [6:0-5-12,0-2-8], [8:0-5-12,0-2-8], [10:0-6-12,Edge], [18:0-3-8,0-3-0] 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 0.81 0.85 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.22 0.05 (loc) 13-15 13-15 21 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.1 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing. Except: 3-5-0 oc bracing: 17-18 WEBS 1 Row at midpt 6-15, 9-11 REACTIONS. (size)2=0-8-0, 18=0-8-0, 21=0-6-8 Max Horz 2=260(LC 12) Max Uplift 2=-169(LC 12), 18=-687(LC 9), 21=-423(LC 8) Max Grav 2=475(LC 23), 18=2095(LC 1), 21=1323(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-447/204, 3-5=-220/382, 5-6=-1009/776, 6-7=-1605/1295, 7-8=-1605/1295, 8-9=-1720/1257, 9-10=-455/338, 11-20=-637/1024, 10-20=-637/1024 BOT CHORD 2-19=-230/337, 18-19=-230/337, 17-18=-1765/1253, 5-17=-1706/1269, 16-17=-309/247, 15-16=-454/842, 13-15=-881/1518, 12-13=-1024/1526, 11-12=-1024/1526 WEBS 3-19=0/271, 3-18=-670/474, 5-16=-813/1438, 6-16=-715/553, 6-15=-699/1034, 7-15=-596/577, 8-13=-43/269, 9-11=-1506/1011, 10-21=-1581/1069 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 17-0-0, Exterior(2) 17-0-0 to 25-5-13, Interior(1) 25-5-13 to 31-10-0, Exterior(2) 31-10-0 to 40-3-13, Interior(1) 40-3-13 to 42-4-8 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) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=169, 18=687, 21=423. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss A12 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817204 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:48 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-s6jWuLmI8eQgE755cTxXq35?Zj9r_67NdBe9gszWmnP Scale = 1:84.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 2122 23 24 25 26 27 28 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 4x10 MT20HS 3x8 4x6 3x6 3x6 3x4 2x4 6x8 5x8 3x4 3x4 3x8 4x6 5x6 6x8 6-2-6 6-2-6 11-5-0 5-2-10 11-9-0 0-4-0 15-0-0 3-3-0 24-5-0 9-5-0 33-10-0 9-5-0 42-10-8 9-0-8 -1-0-0 1-0-0 6-2-6 6-2-6 11-9-0 5-6-10 15-0-0 3-3-0 21-3-5 6-3-5 27-6-11 6-3-5 33-10-0 6-3-5 38-2-8 4-4-8 42-10-8 4-8-0 0-4-16-7-12-1-132-0-00-8-06-7-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [6:0-3-0,0-2-4], [7:0-3-0,0-3-0], [9:0-3-0,0-2-4], [11:0-6-12,Edge], [18:0-3-8,0-3-0] 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 0.78 0.93 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.35 0.06 (loc) 13-15 15-16 21 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 237 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP No.1 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 5-17 2-9-0 oc bracing: 17-18 WEBS 1 Row at midpt 7-16, 8-13 REACTIONS. (size)2=0-8-0, 18=0-8-0, 21=0-3-8 Max Horz 2=247(LC 12) Max Uplift 2=-156(LC 12), 18=-762(LC 9), 21=-432(LC 8) Max Grav 2=429(LC 23), 18=2152(LC 1), 21=1291(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/95, 3-5=-336/507, 5-6=-625/496, 6-7=-537/498, 7-8=-1705/1238, 8-9=-1542/1177, 9-10=-1725/1195, 10-11=-466/340, 12-20=-631/1019, 11-20=-631/1019 BOT CHORD 17-18=-1815/1273, 5-17=-1778/1256, 16-17=-451/370, 15-16=-857/1480, 13-15=-1077/1818, 12-13=-924/1354 WEBS 3-19=0/275, 3-18=-695/510, 5-16=-843/1465, 7-16=-1284/903, 7-15=-191/511, 8-15=-238/297, 8-13=-458/318, 9-13=-116/358, 10-13=-45/328, 10-12=-1337/943, 11-21=-1571/1078 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 15-0-0, Exterior(2) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 33-10-0, Exterior(2) 33-10-0 to 42-1-8 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=156, 18=762, 21=432. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss B01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817205 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:49 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-KIGu5hnwvxYXsHgH9BSmNHe8S7YejZaXsrOjCIzWmnO Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 5x6 ST1.5x8 STP ST1.5x8 STP 3x6 5x8 3x8 3x6 3x4 2x4 6x8 2x4 3x4 3x6 5x6 5x6 5x8 3x4 2x4 6-0-6 6-0-6 11-5-0 5-4-10 20-5-9 9-0-9 28-0-15 7-7-5 35-10-0 7-9-1 42-10-8 7-0-8 -1-0-0 1-0-0 6-0-6 6-0-6 11-5-0 5-4-10 13-0-0 1-7-0 20-5-9 7-5-9 28-0-15 7-7-5 35-10-0 7-9-1 42-10-8 7-0-8 0-4-15-9-12-9-135-9-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [5:0-3-0,0-2-4], [9:0-5-4,0-2-4], [10:0-2-12,0-2-0], [13:0-3-0,0-3-0] 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 0.90 0.77 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.30 0.03 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 235 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-14, 8-14 REACTIONS. (size)2=0-8-0, 16=0-8-0, 11=Mechanical Max Horz 2=221(LC 12) Max Uplift 2=-204(LC 8), 16=-1184(LC 9), 11=-423(LC 8) Max Grav 2=200(LC 23), 16=2462(LC 1), 11=1279(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-99/544, 3-4=-868/1047, 4-5=-715/1006, 5-6=-1216/744, 6-8=-1216/744, 8-9=-1744/1159, 9-10=-1485/926, 10-11=-1215/857 BOT CHORD 2-17=-460/92, 16-17=-460/92, 14-16=-385/531, 13-14=-914/1744, 12-13=-711/1279 WEBS 3-17=-413/206, 3-16=-678/1178, 4-16=-222/351, 5-16=-1869/1369, 9-12=-289/322, 10-12=-687/1292, 9-13=-247/616, 5-14=-1220/1902, 6-14=-557/554, 8-14=-677/578 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 13-0-0, Exterior(2) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 35-10-0, Exterior(2) 35-10-0 to 42-8-12 zone; porch left 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=204, 16=1184, 11=423. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss B02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817206 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:51 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-GhOeWNoARZoF5aqfHcVESijYBwEZBSbqJ9tpHAzWmnM Scale = 1:76.9 1 2 3 4 5 6 7 8 9 21 20 19 18 17 16 15 14 13 12 11 10 22 23 24 25 7x10 ST1.5x8 STP ST1.5x8 STP 7x10 5x8 3x6 3x4 3x4 5x12 2x4 3x6 3x4 2x4 6x8 5x6 3x4 7x10 3x4 6x8 3x4 3x6 4x6 5-9-14 5-9-14 11-0-0 5-2-2 11-1-0 0-1-0 13-11-0 2-10-0 18-9-2 4-10-2 25-11-0 7-1-14 31-10-8 5-11-8 37-10-0 5-11-8 42-10-8 5-0-8 -1-0-0 1-0-0 5-9-14 5-9-14 11-0-0 5-2-2 13-11-0 2-11-0 18-9-2 4-10-2 25-11-0 7-1-14 31-10-8 5-11-8 37-10-0 5-11-8 42-10-8 5-0-8 0-4-14-11-12-9-130-8-04-11-15.00 12 Plate Offsets (X,Y)-- [2:0-6-2,0-0-4], [4:0-7-8,0-3-0], [6:0-5-0,0-3-4], [8:0-5-12,0-2-8], [15:0-6-8,0-3-12] 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 0.63 0.74 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.34 0.06 (loc) 15-16 15-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 260 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 17-19,6-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-20: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-12 oc bracing. WEBS 1 Row at midpt 6-16 2 Rows at 1/3 pts 5-18 REACTIONS. (size)2=0-8-0, 20=0-8-0, 10=Mechanical Max Horz 2=203(LC 12) Max Uplift 2=-185(LC 24), 20=-1262(LC 9), 10=-437(LC 8) Max Grav 2=65(LC 23), 20=2631(LC 1), 10=1239(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-155/873, 3-4=-945/1367, 4-5=-994/1437, 5-6=-1107/619, 6-7=-2185/1317, 7-8=-1819/1229, 8-9=-1285/834, 9-10=-1193/834 BOT CHORD 2-21=-762/110, 20-21=-762/110, 19-20=-311/65, 17-18=-501/1362, 16-17=-442/1105, 15-16=-1150/2208, 6-15=-52/292, 11-13=-663/1114 WEBS 3-21=-399/232, 3-20=-706/1223, 18-20=-2206/1528, 4-18=-923/769, 5-16=-299/732, 6-16=-1284/896, 13-15=-964/1684, 7-15=-177/436, 7-13=-669/503, 8-13=-487/910, 8-11=-444/386, 9-11=-717/1226, 5-18=-2771/1766 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 11-0-0, Exterior(2) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 37-10-0, Exterior(2) 37-10-0 to 42-8-12 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=185, 20=1262, 10=437. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss B03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817207 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:52 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-lty1jjpoCsw6jkPsrJ0T_vGfKKXowuWzYpcNpdzWmnL Scale = 1:78.4 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 12 25 26 27 5x8 ST1.5x8 STP ST1.5x8 STP 3x6 5x6 3x6 10x16 MT20HS 5x8 4x6 3x4 4x6 7x10 3x6 3x4 2x4 6x8 2x4 5x6 3x6 6x8 7x10 5x6 5x8 9-0-0 9-0-0 11-5-0 2-5-0 13-11-0 2-6-0 18-8-14 4-9-14 25-11-0 7-2-2 32-10-8 6-11-8 40-7-0 7-8-8 42-10-8 2-3-8 -1-0-0 1-0-0 5-8-11 5-8-11 9-0-0 3-3-5 11-5-0 2-5-0 13-11-0 2-6-0 18-8-14 4-9-14 25-11-0 7-2-2 32-10-8 6-11-8 39-10-0 6-11-8 40-7-0 0-9-0 42-10-8 2-3-8 0-4-14-1-12-1-130-8-04-1-15.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [10:0-3-0,0-2-4], [13:0-4-12,Edge], [15:0-3-0,0-0-8], [18:0-7-12,0-4-0], [20:0-1-12,0-0-0], [22:0-1-12,0-0-0], [23:0-3-8,0-3-0] 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 0.86 0.93 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.51 0.05 (loc) 2-24 18-19 12 l/defl >358 >743 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 251 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-11: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-17,10-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-24,5-23,9-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 8-19, 16-18, 13-16, 9-13 2 Rows at 1/3 pts 6-21 REACTIONS. (size)2=0-8-0, 12=Mechanical, 23=0-8-0 Max Horz 2=183(LC 12) Max Uplift 2=-245(LC 8), 12=-476(LC 8), 23=-1193(LC 9) Max Grav 2=190(LC 23), 12=1284(LC 24), 23=2464(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-35/636, 3-4=-165/800, 4-5=-646/1124, 5-6=-711/1208, 6-8=-1548/930, 8-9=-2937/1799, 9-10=-1124/811, 10-11=-1267/824, 11-12=-1223/822 BOT CHORD 2-24=-540/5, 23-24=-725/171, 22-23=-722/450, 20-21=-1244/2246, 19-20=-815/1548, 18-19=-1726/3010, 8-18=0/283, 16-17=-158/266, 15-16=-177/391 WEBS 3-24=-447/646, 4-24=-927/449, 4-23=-844/1164, 21-23=-1679/1203, 5-21=-474/498, 6-21=-2956/1755, 6-19=-235/692, 8-19=-1600/1019, 16-18=-1207/1992, 9-18=-420/757, 9-16=-299/353, 13-16=-1185/1861, 11-13=-810/1296, 9-13=-1245/724 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 39-10-0, Exterior(2) 39-10-0 to 42-8-12 zone; porch left 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) 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 100 lb uplift at joint(s) except (jt=lb) 2=245, 12=476, 23=1193. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss B04 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T19817208 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:59 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-1DtgB6vCY0o63pRClHe7mO3qo9uU32x?9OpEZjzWmnE Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 10x16 MT20HS ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x12 8x12 5x8 7x10 6x8 3x8 3x4 6x8 7x10 5x8 6x8 3x4 6x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED Special Special Special Special Special Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 11-5-0 4-5-0 13-11-0 2-6-0 17-11-0 4-0-0 21-11-0 4-0-0 25-11-0 4-0-0 30-9-11 4-10-11 35-8-5 4-10-11 40-7-0 4-10-11 42-10-8 2-3-8 -1-0-0 1-0-0 7-0-0 7-0-0 11-5-0 4-5-0 13-11-0 2-6-0 17-11-0 4-0-0 21-11-0 4-0-0 25-11-0 4-0-0 30-9-11 4-10-11 35-8-5 4-10-11 40-7-0 4-10-11 41-10-0 1-3-0 42-10-8 1-0-8 0-4-13-3-12-1-130-8-03-3-15.00 12 Plate Offsets (X,Y)-- [3:1-2-4,0-2-12], [6:0-3-12,0-3-0], [9:0-4-0,0-3-0], [12:0-3-0,0-2-4], [15:0-4-0,0-2-0], [18:0-3-8,0-2-8], [20:0-4-12,Edge], [21:0-3-8,0-1-8], [23:0-4-8,Edge], [25:0-2-2,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 0.97 0.99 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.34 -0.48 0.05 (loc) 20-21 20-21 14 l/defl >999 >784 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 493 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-24,8-19,11-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-25: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 25=0-8-0, 14=Mechanical Max Horz 2=169(LC 8) Max Uplift 2=-940(LC 20), 25=-4025(LC 5), 14=-1188(LC 4) Max Grav 2=386(LC 13), 25=6436(LC 1), 14=2490(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1178/2822, 3-4=-3263/5808, 4-5=-2218/3931, 5-6=-2213/3933, 6-7=-4708/2622, 7-8=-6639/3546, 8-9=-6487/3465, 9-10=-4427/2155, 10-11=-2245/1113, 11-12=-2284/1123 BOT CHORD 2-26=-2540/1021, 25-26=-2515/992, 24-25=-623/358, 22-23=-682/1189, 21-22=-682/1189, 20-21=-2606/4708, 8-20=-497/436, 18-19=-345/751, 17-18=-2774/5574, 16-17=-212/553, 11-15=-505/379, 14-15=-429/896 WEBS 3-26=-596/641, 3-25=-4071/2764, 4-25=-2450/1456, 23-25=-5388/3036, 4-23=-1459/2620, 6-23=-5835/3326, 6-22=-259/633, 6-21=-2218/4061, 7-21=-1206/752, 7-20=-1055/2210, 18-20=-2453/4871, 9-20=-749/1014, 9-18=-451/466, 9-17=-1341/743, 10-17=0/517, 15-17=-1946/3913, 10-15=-2424/1157, 12-15=-1304/2666, 12-14=-2277/1090 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered 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); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss B04 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T19817208 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:43:59 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-1DtgB6vCY0o63pRClHe7mO3qo9uU32x?9OpEZjzWmnE NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=940, 25=4025, 14=1188. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 256 lb down and 324 lb up at 7-0-0 on top chord, and 359 lb down and 485 lb up at 7-0-0, 288 lb down and 167 lb up at 15-0-12, 288 lb down and 167 lb up at 17-0-12, 288 lb down and 167 lb up at 19-0-12, 288 lb down and 167 lb up at 21-0-12, and 288 lb down and 167 lb up at 23-0-12, and 288 lb down and 167 lb up at 24-5-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-12=-70, 12-13=-70, 2-24=-20, 20-23=-20, 16-19=-20, 14-15=-20 Concentrated Loads (lb) Vert: 3=-209(B) 8=-134(B) 26=-359(B) 17=-63(B) 10=-134(B) 27=-147(B) 28=-147(B) 29=-134(B) 30=52(B) 31=52(B) 32=52(B) 33=52(B) 34=52(B) 35=52(B) 36=-134(B) 37=-134(B) 38=-134(B) 39=-134(B) 40=-134(B) 41=-134(B) 42=-50(B) 43=-50(B) 44=-63(B) 45=-288(B) 46=-288(B) 47=-288(B) 48=-288(B) 49=-288(B) 50=-288(B) 51=-63(B) 52=-63(B) 53=-63(B) 54=-63(B) 55=-63(B) 56=-63(B) 57=-205(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 2227609-SYNERGY-SUCHON Truss C01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817209 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:01 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-_c?QcowS4d2qI7basigbsp8DfydiX28IciILdbzWmnC Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 21 22 23 24 25 26 3x6 5x6 2x4 3x6 4x6 3x4 3x6 3x6 3x4 3x4 5x8 3x8 3x4 5x6 2x4 2x4 2x4 3x4 3x4 2x4 4-8-0 4-8-0 7-7-0 2-11-0 14-3-8 6-8-8 21-0-0 6-8-8 27-10-0 6-10-0 37-0-0 9-2-0 -1-0-0 1-0-0 4-8-0 4-8-0 7-7-0 2-11-0 14-3-8 6-8-8 21-0-0 6-8-8 27-10-0 6-10-0 32-3-4 4-5-4 37-0-0 4-8-12 0-4-19-1-15-3-34-7-30-8-09-1-15.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-2-4], [8:0-3-0,0-2-4] 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 0.82 0.81 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.42 0.06 (loc) 11-12 11-12 21 l/defl >999 >845 n/a L/d 240 180 n/a PLATES MT20 Weight: 230 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-17: 2x4 SP No.3 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 5-11-4 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 7-12, 8-12, 9-11 REACTIONS.All bearings 7-7-0 except (jt=length) 21=0-3-8. (lb) - Max Horz 2=375(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 17 except 16=-611(LC 12), 21=-394(LC 13) Max Grav All reactions 250 lb or less at joint(s) 17, 17 except 2=254(LC 23), 16=1505(LC 1), 18=262(LC 23), 21=1307(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-256/141, 3-4=-292/215, 4-6=-1504/934, 6-7=-1380/1009, 7-8=-1038/921, 8-9=-1185/919, 11-21=-1307/895 BOT CHORD 4-16=-1439/1071, 14-15=-979/1307, 12-14=-801/1187, 11-12=-557/799 WEBS 4-15=-1028/1476, 6-15=-357/429, 7-14=-84/304, 7-12=-309/269, 9-12=-183/458, 9-11=-1319/946 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) -1-0-11 to 4-8-0, Interior(1) 4-8-0 to 21-0-0, Exterior(2) 21-0-0 to 36-3-13, Interior(1) 36-3-13 to 36-10-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) N/A 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 16, 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 17 except (jt=lb) 16=611, 21=394. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss C02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817210 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:04 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-OBgZFqyKNYRP9aK9YqDITRmhfAdXkNAkIgW?EwzWmn9 Scale = 1:69.0 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 4x6 ST1.5x8 STP 5x8 3x8 2x4 4x6 3x6 3x4 5x6 6x12 MT20HS 3x6 3x4 3x4 5x8 2x4 5x8 3x6 5x6 2x4 2x4 3x6 2x4 4-1-6 4-1-6 7-7-0 3-5-10 13-3-8 5-8-8 19-0-0 5-8-8 24-5-0 5-5-0 29-10-0 5-5-0 37-0-0 7-2-0 -1-0-0 1-0-0 4-1-6 4-1-6 7-7-0 3-5-10 13-3-8 5-8-8 19-0-0 5-8-8 24-5-0 5-5-0 29-10-0 5-5-0 37-0-0 7-2-0 0-4-18-3-15-3-34-7-30-8-08-3-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [5:0-3-0,Edge], [7:0-5-12,0-2-8], [9:0-5-4,0-2-4], [10:0-2-12,0-2-4], [17:0-8-4,0-3-0] 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 0.96 0.93 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.49 0.18 (loc) 16-17 16-17 22 l/defl >999 >886 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 239 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 4-18: 2x4 SP No.3, 14-17: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 17-19,3-17: 2x4 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 3-6-15 oc bracing. WEBS 1 Row at midpt 4-16, 6-15, 7-13, 9-13, 10-22, 10-12 REACTIONS. (size)2=0-8-0, 22=0-3-8 Max Horz 2=358(LC 12) Max Uplift 2=-613(LC 12), 22=-532(LC 9) Max Grav 2=1743(LC 1), 22=1642(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3522/2065, 3-4=-4573/2951, 4-6=-3162/2104, 6-7=-2316/1649, 7-8=-1874/1456, 8-9=-1874/1456, 9-10=-1527/1032, 11-22=-1642/1100, 10-11=-1572/1128 BOT CHORD 2-19=-2216/3143, 18-19=-209/275, 4-17=-487/842, 16-17=-3049/4285, 15-16=-2070/2853, 13-15=-1433/2073, 12-13=-841/1310 WEBS 3-19=-776/633, 17-19=-2084/2979, 3-17=-784/1072, 4-16=-1548/1058, 6-16=-221/579, 6-15=-1037/843, 7-15=-484/776, 7-13=-364/270, 8-13=-416/408, 9-13=-722/998, 9-12=-643/577, 10-12=-967/1497 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 19-0-0, Exterior(2) 19-0-0 to 27-5-13, Interior(1) 27-5-13 to 29-10-0, Exterior(2) 29-10-0 to 36-10-4 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=613, 22=532. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss C03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817211 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:06 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-KZoJfV_bvAh7OuTYfFGmZsr15zJHCEL1m_?6JpzWmn7 Scale = 1:69.0 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 20 21 22 23 24 25 26 27 5x6 ST1.5x8 STP 5x8 5x8 4x6 3x4 4x6 3x6 5x6 7x10 3x4 2x4 5x8 3x6 4x6 2x4 2x4 3x6 2x4 7-10-0 7-10-0 14-2-0 6-4-0 17-0-0 2-10-0 24-5-0 7-5-0 31-10-0 7-5-0 37-0-0 5-2-0 -1-0-0 1-0-0 7-10-0 7-10-0 14-2-0 6-4-0 17-0-0 2-10-0 24-5-0 7-5-0 31-10-0 7-5-0 37-0-0 5-2-0 0-4-17-5-15-3-34-7-30-8-07-5-15.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-4], [5:0-5-12,0-2-8], [7:0-5-12,0-2-8], [14:0-7-4,0-4-4] 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 0.97 0.85 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.41 0.14 (loc) 15 15 20 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-15: 2x4 SP No.1, 4-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 14-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-5 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 14-17, 5-12, 7-12, 8-20 REACTIONS. (size)2=0-8-0, 20=0-3-8 Max Horz 2=341(LC 12) Max Uplift 2=-590(LC 12), 20=-568(LC 9) Max Grav 2=1753(LC 1), 20=1648(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3478/2090, 3-4=-3121/2083, 4-5=-2588/1835, 5-6=-2171/1587, 6-7=-2171/1587, 7-8=-1317/881, 9-20=-1648/1070, 8-9=-1604/1086 BOT CHORD 2-17=-2209/3094, 16-17=-175/336, 4-14=-413/692, 13-14=-2005/2812, 12-13=-1603/2351, 10-12=-731/1140 WEBS 3-17=-211/339, 14-17=-2061/2788, 3-14=-369/265, 4-13=-906/791, 5-13=-545/802, 5-12=-259/196, 6-12=-596/583, 7-12=-960/1394, 7-10=-830/688, 8-10=-961/1490 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 17-0-0, Exterior(2) 17-0-0 to 25-5-13, Interior(1) 25-5-13 to 31-10-0, Exterior(2) 31-10-0 to 36-10-4 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) 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) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=590, 20=568. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss C04 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T19817212 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:08 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-Hyw44B0rRnxreCdxngIEeHwN4n56g7jKDIUDNhzWmn5 Scale = 1:65.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 20 19 23 24 25 26 27 5x8 5x8 5x8 5x6 5x8 2x4 5x8 2x4 2x4 6x8 7x10 2x4 3x6 6x8 3x8 4x6 7x10 2x4 6x12 MT20HS 7-9-14 7-9-14 15-0-0 7-2-2 19-6-4 4-6-4 27-9-12 8-3-8 33-10-0 6-0-4 37-0-0 3-2-0 -1-0-0 1-0-0 7-9-14 7-9-14 15-0-0 7-2-2 19-6-4 4-6-4 23-8-0 4-1-12 27-9-12 4-1-12 33-10-0 6-0-4 37-0-0 3-2-0 0-4-16-7-15-3-36-7-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-11], [3:0-4-0,0-3-0], [4:0-5-12,0-2-8], [8:0-5-12,0-2-8], [13:0-4-8,0-1-8], [18:0-4-0,0-2-12] 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-MSH 0.94 0.51 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in 0.31 -0.63 0.09 -0.12 (loc) 14-15 14 10 13-14 l/defl >999 >700 n/a 855 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 271 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-14 oc bracing. WEBS 1 Row at midpt 3-15, 18-19, 9-10, 6-19, 8-19 2 Rows at 1/3 pts 11-19 REACTIONS. (size)2=0-8-0, 10=0-4-0 Max Horz 2=324(LC 12) Max Uplift 2=-392(LC 12), 10=-293(LC 9) Max Grav 2=1936(LC 1), 10=2157(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4241/1846, 3-4=-3402/1331, 4-5=-3440/1445, 5-6=-3533/1495, 6-7=-281/701, 7-8=-273/647, 8-9=-1108/438, 9-10=-2030/806 BOT CHORD 2-17=-1962/3851, 15-17=-1963/3845, 14-15=-987/3317, 13-14=-980/3308, 11-13=-974/3283 WEBS 3-17=0/351, 3-15=-970/810, 4-15=-70/867, 14-18=-117/371, 5-18=-342/276, 18-20=-258/657, 19-20=-258/657, 13-19=-10/809, 7-19=-482/400, 8-11=0/419, 9-11=-642/1824, 6-18=-1078/501, 6-19=-3735/692, 15-18=-584/0, 4-18=-226/381, 11-19=-3123/852, 8-19=-1576/693 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 15-0-0, Exterior(2) 15-0-0 to 23-8-0, Interior(1) 23-8-0 to 33-10-0, Exterior(2) 33-10-0 to 36-10-4 zone;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 top chord, 23-8-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 18-20, 19-20 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=392, 10=293. 11) 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 27,2020 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 2227609-SYNERGY-SUCHON Truss C05 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T19817213 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:10 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-DL2qVt15zOBYtVnJu5Kiji0jgbfC80wdhczKSazWmn3 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 24 25 26 27 28 29 5x8 5x6 2x4 4x6 5x8 3x4 2x4 5x8 2x4 2x4 5x8 2x4 3x6 6x8 7x10 2x4 4x6 6x8 7x10 7x10 WB 7-0-5 7-0-5 13-0-0 5-11-11 19-6-4 6-6-4 27-9-12 8-3-8 31-9-14 4-0-2 35-10-0 4-0-2 37-0-0 1-2-0 -1-0-0 1-0-0 7-0-5 7-0-5 13-0-0 5-11-11 19-6-4 6-6-4 23-8-0 4-1-12 27-9-12 4-1-12 31-9-14 4-0-2 35-10-0 4-0-2 37-0-0 1-2-0 0-4-15-9-15-3-35-9-15.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-0-1], [4:0-5-12,0-2-8], [9:0-3-0,0-2-4], [11:Edge,0-4-4], [14:0-4-8,0-1-8], [19:0-4-0,0-2-0] 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-MSH 0.93 0.98 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in 0.36 -0.71 0.10 -0.12 (loc) 15-17 15-17 11 14-15 l/defl >999 >619 n/a 801 L/d 240 180 n/a 360 PLATES MT20 Weight: 273 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 *Except* 11-13: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-15,19-21,7-14: 2x4 SP No.2 OTHERS 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 19-21, 6-21, 17-19, 9-11, 12-21 REACTIONS. (size)2=0-8-0, 11=0-4-0 Max Horz 2=307(LC 12) Max Uplift 2=-366(LC 8), 11=-303(LC 9) Max Grav 2=1937(LC 1), 11=2157(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4280/1821, 3-4=-3615/1393, 4-5=-3546/1451, 5-6=-3723/1572, 6-7=-457/802, 7-8=-434/713, 8-9=-1805/602 BOT CHORD 2-18=-1964/3894, 17-18=-1964/3894, 15-17=-1076/3895, 14-15=-1061/3878, 12-14=-1052/3838, 11-12=-145/397 WEBS 3-18=0/276, 3-17=-775/693, 4-17=-115/968, 15-19=-79/365, 5-19=-436/411, 19-20=-596/780, 20-21=-595/780, 14-21=-67/905, 7-21=-376/280, 6-19=-1342/441, 6-20=0/449, 6-21=-4015/717, 17-19=-903/0, 4-19=-206/256, 8-12=0/264, 9-12=-699/2355, 9-11=-2052/758, 12-21=-3146/757, 8-21=-2419/980 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=5.0psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 13-0-0, Exterior(2) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 35-10-0, Exterior(2) 35-10-0 to 36-10-4 zone;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 interior chord, 23-8-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 19-20, 20-21 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=366, 11=303. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss C06 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T19817214 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:12 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-9j9awZ3LU0RG6pxi0WNAo757gOLMcxSv8wSRWTzWmn1 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 22 21 25 26 27 28 29 5x8 2x4 6x8 5x8 5x8 3x4 2x4 4x6 5x8 4x6 2x4 2x4 5x8 7x10 2x4 3x6 5x8 5x6 2x4 7x10 6x12 MT20HS 5-9-14 5-9-14 11-0-0 5-2-2 15-3-2 4-3-2 19-6-4 4-3-2 27-9-12 8-3-8 32-0-14 4-3-2 37-0-0 4-11-2 -1-0-0 1-0-0 5-9-14 5-9-14 11-0-0 5-2-2 15-3-2 4-3-2 19-6-4 4-3-2 23-8-0 4-1-12 27-9-12 4-1-12 32-0-14 4-3-2 37-0-0 4-11-2 0-4-14-11-15.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [4:0-5-12,0-2-8], [11:Edge,0-4-0], [14:0-4-8,0-1-8], [20:0-4-0,0-2-0] 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-MSH 0.64 0.94 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in 0.38 -0.79 0.13 -0.13 (loc) 15-16 15 11 14-15 l/defl >999 >558 n/a 786 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 263 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 2-17: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-15,20-21,8-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 20-21, 9-11, 7-21, 12-21 REACTIONS. (size)11=0-4-0, 2=0-8-0 Max Horz 2=276(LC 12) Max Uplift 11=-325(LC 9), 2=-388(LC 8) Max Grav 11=2157(LC 2), 2=1936(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4366/1889, 3-4=-3783/1464, 4-5=-4212/1490, 5-6=-4051/1520, 6-7=-4197/1607, 7-8=-284/301 BOT CHORD 2-19=-2025/3999, 18-19=-2025/3999, 16-18=-1433/3440, 15-16=-1169/4611, 14-15=-1153/4590, 12-14=-1141/4542, 11-12=-589/1989 WEBS 3-19=-3/257, 3-18=-709/655, 4-18=-200/401, 4-16=-196/1128, 5-16=-299/358, 15-20=-157/346, 6-20=-268/232, 20-22=-606/669, 21-22=-606/669, 14-21=-60/905, 8-21=-354/244, 9-12=-375/2010, 9-11=-2746/804, 7-22=0/452, 7-20=-1151/207, 7-21=-4205/768, 16-20=-679/0, 12-21=-3391/771, 9-21=-2093/819 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 11-0-0, Exterior(2) 11-0-0 to 19-6-4, Interior(1) 19-6-4 to 36-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 400.0lb AC unit load placed on the interior chord, 23-8-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 20-22, 21-22 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=325, 2=388. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss C07 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T19817215 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:14 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-56HLLE4c0dh_M7447xPetYAPkC234qFCcExXbLzWmn? Scale = 1:65.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 5x6 ST1.5x8 STP 3x4 6x8 4x6 4x10 MT20HS5x8 2x4 5x8 2x4 5x8 5x8 2x4 5x12 4x6 9-0-0 9-0-0 16-0-14 7-0-14 23-0-0 6-11-2 29-11-2 6-11-2 37-0-0 7-0-14 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 16-0-14 7-0-14 23-0-0 6-11-2 29-11-2 6-11-2 37-0-0 7-0-14 0-4-14-1-15.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [6:0-4-0,0-3-0] 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 0.93 0.86 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.73 0.20 (loc) 12-13 12-13 9 l/defl >999 >603 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 191 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 9-11: 2x4 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 4-4-14 oc bracing. WEBS 1 Row at midpt 5-15 2 Rows at 1/3 pts 7-9 REACTIONS. (size)9=0-4-0, 2=0-8-0 Max Horz 2=229(LC 12) Max Uplift 9=-419(LC 9), 2=-498(LC 8) Max Grav 9=1897(LC 1), 2=1887(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3826/1919, 3-4=-3564/1628, 4-5=-3276/1585, 5-6=-4672/1445, 6-7=-4672/1445 BOT CHORD 2-15=-1987/3439, 13-15=-1933/4557, 12-13=-1933/4557, 10-12=-1075/3007, 9-10=-1075/3007 WEBS 3-15=-249/449, 4-15=-264/964, 5-15=-1461/436, 5-13=0/258, 5-12=0/556, 6-12=-837/19, 7-12=-459/1899, 7-10=0/295, 7-9=-3384/1192 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 36-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 400.0lb AC unit load placed on the top chord, 23-8-0 from left end, supported at two points, 2-0-0 apart. 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 100 lb uplift at joint(s) except (jt=lb) 9=419, 2=498. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss C08 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T19817216 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:18 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-_tXsBc764sCQqkOsMnUa2OL5rpNL0g_oWswlj6zWmmx Scale = 1:65.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 5x8 ST1.5x8 STP 4x6 3x4 6x8 3x6 2x4 5x12 6x12 MT20HS 2x4 2x4 6x12 MT20HS 2x4 2x4 3x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 13-0-10 6-0-10 18-11-9 5-10-14 24-10-7 5-10-14 30-9-6 5-10-14 37-0-0 6-2-10 -1-0-0 1-0-0 7-0-0 7-0-0 13-0-10 6-0-10 18-11-9 5-10-14 24-10-7 5-10-14 30-9-6 5-10-14 37-0-0 6-2-10 0-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-10], [3:0-5-12,0-2-8], [6:0-3-0,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 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.96 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.61 -0.90 0.22 (loc) 13 13-14 10 l/defl >718 >484 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 370 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-6: 2x4 SP M 31, 6-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-9 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS. (size)10=0-4-0, 2=0-8-0 Max Horz 2=183(LC 23) Max Uplift 10=-1638(LC 5), 2=-1629(LC 4) Max Grav 10=3607(LC 1), 2=3320(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7372/3656, 3-4=-9980/4788, 4-5=-9979/4789, 5-7=-9565/4401, 7-8=-9575/4409, 9-10=-481/364 BOT CHORD 2-15=-3394/6654, 14-15=-3407/6683, 13-14=-5072/10862, 12-13=-5072/10862, 11-12=-2763/6056, 10-11=-2763/6056 WEBS 3-15=-275/721, 8-10=-6607/3017, 3-14=-1546/3668, 8-11=0/521, 4-14=-857/661, 8-12=-1838/3931, 5-14=-987/320, 7-12=-795/601, 5-13=0/487, 5-12=-1453/752 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1638, 2=1629. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 316 lb up at 7-0-0 on top chord, and 372 lb down and 368 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss C08 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T19817216 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:18 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-_tXsBc764sCQqkOsMnUa2OL5rpNL0g_oWswlj6zWmmx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-9=-70, 2-10=-20 Concentrated Loads (lb) Vert: 3=-196(F) 6=-134(F) 15=-372(F) 8=-134(F) 14=-63(F) 11=-63(F) 4=-134(F) 12=-63(F) 7=-134(F) 13=-63(F) 5=-134(F) 16=-134(F) 17=-134(F) 18=-134(F) 19=-134(F) 20=-134(F) 21=-134(F) 22=-134(F) 23=-134(F) 24=-134(F) 25=-156(F) 26=-63(F) 27=-63(F) 28=-63(F) 29=-63(F) 30=-63(F) 31=-63(F) 32=-63(F) 33=-63(F) 34=-63(F) 35=-63(F) 36=-69(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 2227609-SYNERGY-SUCHON Truss CJ1 Truss Type Corner Jack Qty 18 Ply 1 Job Reference (optional) T19817217 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:19 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-S44EOy8kr9KHSuz2wU?pacuShDyUlJNxlWfIFZzWmmw Scale = 1:6.5 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-10-9-10-4-100-9-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] 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 0.14 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=45(LC 8) Max Uplift 3=-16(LC 1), 2=-118(LC 8) Max Grav 3=27(LC 8), 2=168(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 Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=118. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss CJ3 Truss Type Corner Jack Qty 10 Ply 1 Job Reference (optional) T19817218 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:20 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-wGeccI9NcTS842YEUBW27pQcNdGZUmd5_APsn?zWmmv Scale = 1:10.8 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 Plate Offsets (X,Y)-- [2:0-0-2,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 0.21 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -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=88(LC 12) Max Uplift 3=-64(LC 12), 2=-172(LC 8), 4=-37(LC 8) Max Grav 3=65(LC 1), 2=240(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 Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=172. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss CJ5 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T19817219 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:21 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-OSC_peA?Nna?hB7Q1v1Hg1zhD0XDDDtEDp8PKRzWmmu Scale = 1:15.8 1 2 3 4 3x8 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-2] 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 0.59 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 0.09 -0.00 (loc) 2-4 2-4 3 l/defl >538 >619 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=134(LC 12) Max Uplift 3=-127(LC 12), 2=-215(LC 8), 4=-65(LC 8) Max Grav 3=146(LC 1), 2=319(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; 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 100 lb uplift at joint(s) 4 except (jt=lb) 3=127, 2=215. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss D01 Truss Type COMMON Qty 4 Ply 1 Job Reference (optional) T19817220 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:22 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-semM0zAd84irJLidbcYWCEWrrQpIyYmORTuystzWmmt Scale = 1:38.9 1 2 3 4 5 6 7 8 9 10 13 12 11 14 15 16 6x8 4x6 3x8 3x8 MT20HS 3x8 3x8 2x4 3x4 2x4 2x4 3x4 2x4 8-0-4 8-0-4 15-3-12 7-3-8 22-11-0 7-7-4 -1-0-0 1-0-0 5-10-12 5-10-12 8-0-4 2-1-8 9-10-2 1-9-14 10-7-3 0-9-2 11-8-0 1-0-13 12-8-13 1-0-13 13-5-14 0-9-2 15-3-12 1-9-14 17-5-4 2-1-8 22-11-0 5-5-12 0-4-15-2-60-6-25.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [10:0-0-0,0-1-11] 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 0.71 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.42 -0.66 0.06 -0.27 (loc) 11-13 11-13 10 11-13 l/defl >648 >411 n/a 322 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 96 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.2 *Except* 9-11,3-13,6-14: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. REACTIONS. (size)10=0-3-0, 2=0-8-0 Max Horz 2=118(LC 12) Max Uplift 10=-287(LC 13), 2=-340(LC 12) Max Grav 10=1190(LC 2), 2=1273(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2516/1103, 3-4=-2195/964, 4-5=-1816/894, 5-6=-247/803, 6-7=-223/800, 7-8=-1819/919, 8-9=-2189/1018, 9-10=-2489/1166 BOT CHORD 2-13=-915/2243, 11-13=-614/1862, 10-11=-945/2206 WEBS 5-14=-2769/1252, 7-14=-2769/1252, 8-11=-292/831, 9-11=-576/492, 4-13=-233/856, 3-13=-616/448 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=5.0psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 11-8-0, Exterior(2) 11-8-0 to 17-6-8, Interior(1) 17-6-8 to 22-9-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=287, 2=340. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss D02 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T19817221 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:23 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-KrKlEJBFvOqixVHp9K3llS2yzq9Sh1BXg7dWOKzWmms Scale = 1:41.6 1 2 3 4 5 6 7 8 9 10 11 12 15 14 13 16 17 24 25 26 27 7x10 7x10 3x4 3x8 MT20HS3x4 2x4 2x4 3x8 3x8 2x4 3x4 2x4 3x4 8-0-4 8-0-4 10-8-0 2-7-12 12-8-0 2-0-0 15-3-12 2-7-12 23-4-0 8-0-4 -1-0-0 1-0-0 5-10-12 5-10-12 8-0-4 2-1-8 9-0-8 1-0-4 9-9-10 0-9-2 10-8-0 0-10-6 12-8-0 2-0-0 13-6-6 0-10-6 14-3-8 0-9-2 15-3-12 1-0-4 17-5-4 2-1-8 23-4-0 5-10-12 24-4-0 1-0-0 0-4-14-9-60-4-14-9-65.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [6:0-7-0,0-2-4], [7:0-7-0,0-2-4], [11:0-0-14,Edge], [16:0-2-12,0-0-0], [17:0-2-12,0-0-0] 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-MSH 0.89 0.71 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.38 -0.58 0.06 -0.27 (loc) 13-15 13-15 11 13-15 l/defl >731 >482 n/a 325 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 102 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-7: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 *Except* 3-15,10-13: 2x4 SP No.3, 6-16,7-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. WEBS 1 Row at midpt 5-8 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-100(LC 13) Max Uplift 2=-330(LC 12), 11=-330(LC 13) Max Grav 2=1288(LC 2), 11=1288(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2683/1308, 3-4=-2388/1127, 4-5=-2016/1039, 5-6=0/441, 6-7=0/494, 7-8=0/441, 8-9=-2016/1039, 9-10=-2388/1127, 10-11=-2683/1308 BOT CHORD 2-15=-1088/2429, 13-15=-698/2078, 11-13=-1090/2429 WEBS 3-15=-614/582, 4-15=-312/838, 5-16=-2530/1101, 16-17=-2505/1075, 8-17=-2530/1101, 9-13=-312/838, 10-13=-614/582 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=5.0psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 10-8-0, Exterior(2) 10-8-0 to 21-1-13, Interior(1) 21-1-13 to 24-4-11 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-16, 16-17, 8-17 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-15 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=330, 11=330. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss D03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T19817222 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:25 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-HDSVf?DVR?4QApQCGl6Dqt7NFep59_Kq8R6dTCzWmmq Scale = 1:42.3 1 2 3 4 5 6 7 8 11 10 9 12 13 4x6 ST1.5x8 STP ST1.5x8 STP 5x8 3x8 3x6 3x8 2x4 3x4 2x4 3x8 9-0-0 9-0-0 14-4-0 5-4-0 23-4-0 9-0-0 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 14-4-0 5-4-0 18-6-2 4-2-2 23-4-0 4-9-14 24-4-0 1-0-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [5:0-5-12,0-2-8], [7:0-4-2,0-1-8] 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 0.52 0.83 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.37 0.06 (loc) 7-9 7-9 7 l/defl >999 >736 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 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 3-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-6 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=86(LC 12) Max Uplift 2=-379(LC 12), 7=-379(LC 13) Max Grav 2=1117(LC 1), 7=1117(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1990/1486, 3-4=-1645/1175, 4-5=-1473/1158, 5-6=-1645/1175, 6-7=-1990/1486 BOT CHORD 2-11=-1244/1775, 9-11=-804/1472, 7-9=-1237/1775 WEBS 3-11=-355/477, 4-11=-123/351, 5-9=-129/350, 6-9=-355/477 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 9-0-0, Exterior(2) 9-0-0 to 23-0-0, Interior(1) 23-0-0 to 24-4-11 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=379, 7=379. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss D04 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T19817223 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:27 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-DcZF4hEmydK8Q7aaOA8hvIDdYRUudqg7blbjX5zWmmo Scale = 1:42.3 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x8 4x10 MT20HS6x8 3x4 6x8 3x8 Special NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED Special 7-0-0 7-0-0 16-4-0 9-4-0 23-4-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 11-8-0 4-8-0 16-4-0 4-8-0 23-4-0 7-0-0 24-4-0 1-0-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [3:0-3-0,0-2-4], [5:0-3-0,0-2-4], [6:0-4-2,0-1-8], [8:0-3-8,0-3-0], [10:0-3-8,0-3-0] 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 0.92 0.87 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.76 0.11 (loc) 8-10 8-10 6 l/defl >881 >359 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 98 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-7 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-69(LC 13) Max Uplift 2=-1137(LC 8), 6=-1137(LC 9) Max Grav 2=2079(LC 1), 6=2079(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4364/2396, 3-4=-3952/2265, 4-5=-3952/2265, 5-6=-4364/2396 BOT CHORD 2-10=-2123/3898, 8-10=-2559/4510, 6-8=-2105/3898 WEBS 3-10=-498/1107, 4-10=-741/526, 4-8=-741/526, 5-8=-498/1107 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) 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 100 lb uplift at joint(s) except (jt=lb) 2=1137, 6=1137. 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 16-4-0 on top chord, and 372 lb down and 368 lb up at 7-0-0, and 372 lb down and 368 lb up at 16-3-4 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 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 27,2020 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 2227609-SYNERGY-SUCHON Truss D04 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T19817223 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:27 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-DcZF4hEmydK8Q7aaOA8hvIDdYRUudqg7blbjX5zWmmo LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-196(F) 5=-196(F) 10=-372(F) 8=-372(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) 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 2227609-SYNERGY-SUCHON Truss E01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T19817224 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:29 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-9?h0UNG0UEasfQkzVaA9_iI4nFJP5piQ234qczzWmmm Scale = 1:19.6 1 2 3 4 5 6 6x8 3x4 2x4 ST1.5x8 STP ST1.5x8 STP 4x6 6x8 3x4 2x4 2x4 0-8-0 0-8-0 4-8-0 4-0-0 8-8-0 4-0-0 9-4-0 0-8-0 4-8-0 4-8-0 9-4-0 4-8-0 0-4-12-3-60-4-15.00 12 Plate Offsets (X,Y)-- [1:0-0-9,0-3-0], [5:0-0-9,0-3-0] 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 0.49 0.29 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 0.03 -0.01 (loc) 1-6 1-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-1-3, Right 2x4 SP No.3 2-1-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=-41(LC 13) Max Uplift 1=-264(LC 9), 5=-264(LC 8) Max Grav 1=390(LC 1), 5=390(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-577/1166, 3-5=-577/1166 BOT CHORD 1-6=-954/479, 5-6=-954/479 WEBS 3-6=-479/190 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; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=264, 5=264.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 27,2020 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 2227609-SYNERGY-SUCHON Truss E02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T19817225 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:30 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-dBFOiiHeFYijHaJ93IhOXwrGFff_qG_ZHjqN8QzWmml Scale = 1:21.5 1 2 3 4 5 6 7 8 4x6 ST1.5x8 STP ST1.5x8 STP 6x8 3x4 2x4 6x8 3x4 2x4 2x4 0-8-0 0-8-0 4-8-0 4-0-0 8-8-0 4-0-0 9-4-0 0-8-0 -1-0-0 1-0-0 4-8-0 4-8-0 9-4-0 4-8-0 10-4-0 1-0-0 0-4-12-3-60-4-15.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-3-0], [6:0-0-9,0-3-0] 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 0.44 0.27 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 0.03 -0.01 (loc) 6-8 6-8 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.3 SLIDER Left 2x4 SP No.3 2-1-3, Right 2x4 SP No.3 2-1-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=49(LC 16) Max Uplift 2=-349(LC 8), 6=-349(LC 9) Max Grav 2=487(LC 1), 6=487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-549/1097, 4-6=-549/1098 BOT CHORD 2-8=-844/437, 6-8=-844/437 WEBS 4-8=-459/185 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; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=349, 6=349.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 27,2020 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 2227609-SYNERGY-SUCHON Truss E03 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T19817226 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:32 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-aaN87OIun9yRWuTYBjkscLwbhSK1IAQsl1JUCIzWmmj Scale = 1:21.2 1 2 3 4 5 6 7 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 6x8 3x4 2x4 2x4 4-8-0 4-8-0 8-8-0 4-0-0 9-4-0 0-8-0 -1-0-0 1-0-0 4-8-0 4-8-0 9-4-0 4-8-0 10-4-0 1-0-0 0-4-12-3-60-4-15.00 12 Plate Offsets (X,Y)-- [5:0-0-9,0-3-0] 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 0.51 0.30 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 0.05 -0.01 (loc) 2-7 2-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-1-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-2 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=-49(LC 17) Max Uplift 2=-349(LC 8), 5=-349(LC 9) Max Grav 2=487(LC 1), 5=487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-553/1111, 3-5=-555/1114 BOT CHORD 2-7=-859/443, 5-7=-859/443 WEBS 3-7=-484/194 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; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=349, 5=349.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 27,2020 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 2227609-SYNERGY-SUCHON Truss E04 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T19817227 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:33 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-2mxXKkJWYT4I821kkQF59YTmdsg21dd?zh22llzWmmi Scale = 1:21.2 1 2 3 4 5 6 4x6 ST1.5x8 STP ST1.5x8 STP 3x8 3x8 2x4 4-8-0 4-8-0 9-4-0 4-8-0 -1-0-0 1-0-0 4-8-0 4-8-0 9-4-0 4-8-0 10-4-0 1-0-0 0-4-12-3-60-4-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [4:0-4-2,0-1-8] 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 0.50 0.31 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 0.05 -0.01 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-8-0 Max Horz 2=-49(LC 13) Max Uplift 2=-349(LC 8), 4=-349(LC 9) Max Grav 2=487(LC 1), 4=487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-559/1127, 3-4=-559/1127 BOT CHORD 2-6=-875/449, 4-6=-875/449 WEBS 3-6=-503/203 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; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=349, 4=349.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 27,2020 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 2227609-SYNERGY-SUCHON Truss E05 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T19817228 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:35 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-_92HlQLn44L?NLB7srHZEzYAQgNDVYQIR?X8pdzWmmg Scale = 1:21.5 1 2 3 4 5 6 8 7 9 10 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 2x4 2x4 2x4 2x4 Special NAILED Special Special NAILED Special 3-0-0 3-0-0 6-4-0 3-4-0 9-4-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 6-4-0 3-4-0 9-4-0 3-0-0 10-4-0 1-0-0 0-4-11-7-10-4-11-7-15.00 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 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.22 0.20 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.01 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=35(LC 31) Max Uplift 2=-438(LC 4), 5=-438(LC 5) Max Grav 2=510(LC 19), 5=510(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-682/616, 3-4=-583/587, 4-5=-682/616 BOT CHORD 2-8=-509/575, 7-8=-521/583, 5-7=-510/575 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); 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 100 lb uplift at joint(s) except (jt=lb) 2=438, 5=438. 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) 150 lb down and 102 lb up at 3-0-0, and 150 lb down and 102 lb up at 6-4-0 on top chord, and 40 lb down and 122 lb up at 3-0-0, and 40 lb down and 122 lb up at 6-3-4 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=-2(F) 4=-2(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 27,2020 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 2227609-SYNERGY-SUCHON Truss EJ3 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) T19817229 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:36 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-SLcfymLPrOTs?VmJQYoomB5LL3kJE?bSffHiM4zWmmf Scale = 1:10.8 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 Plate Offsets (X,Y)-- [2:0-0-2,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 0.21 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -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=88(LC 12) Max Uplift 3=-64(LC 12), 2=-172(LC 8), 4=-37(LC 8) Max Grav 3=65(LC 1), 2=240(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 Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=172. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss EJ5 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T19817230 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:37 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-wXA1A6M1chbjcfLVzGJ1JOdQBT1mzSqbuJ0FuWzWmme Scale = 1:14.9 1 2 3 4 3x8 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-2] 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 0.59 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=134(LC 12) Max Uplift 3=-127(LC 12), 2=-127(LC 8) Max Grav 3=146(LC 1), 2=319(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 100 lb uplift at joint(s) except (jt=lb) 3=127, 2=127. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss EJ7 Truss Type Jack-Open Qty 31 Ply 1 Job Reference (optional) T19817231 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:39 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-twIobnOH8JrRszVu5hMVOpjfFHdYRMKuMdVMyOzWmmc Scale = 1:21.1 1 2 5 3 43x8 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 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 0.69 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.21 -0.00 (loc) 2-4 2-4 3 l/defl >531 >383 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=181(LC 12) Max Uplift 3=-161(LC 12), 2=-143(LC 12) Max Grav 3=204(LC 1), 2=405(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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 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 100 lb uplift at joint(s) except (jt=lb) 3=161, 2=143. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss EJ51 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T19817232 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:39 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-twIobnOH8JrRszVu5hMVOpjnQHfXRMKuMdVMyOzWmmc Scale = 1:14.9 1 2 3 6 4 5 2x4 5x6 3x4 1-5-0 1-5-0 5-0-0 3-7-0 1-5-0 1-5-0 5-0-0 3-7-0 0-4-12-5-10-4-72-0-101-9-10-8-05.00 12 Plate Offsets (X,Y)-- [1:0-0-2,Edge], [2:0-1-14,0-0-0], [6:0-11-1,0-1-14], [6:0-1-10,0-0-11] 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 0.48 0.56 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.08 -0.03 (loc) 3-5 3-5 5 l/defl >659 >736 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. REACTIONS. (size)1=Mechanical, 4=Mechanical, 5=Mechanical Max Horz 1=116(LC 12) Max Uplift 1=-68(LC 12), 4=-100(LC 12), 5=-17(LC 12) Max Grav 1=215(LC 1), 4=139(LC 1), 5=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-324/236 BOT CHORD 1-6=-384/291 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 100 lb uplift at joint(s) 1, 4, 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 27,2020 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 2227609-SYNERGY-SUCHON Truss EJ71 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T19817233 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:41 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-pIQY0TPYfw595GfGC6OzTEo874KxvEMBpx_T1HzWmma Scale = 1:21.1 1 2 3 4 8 7 6 9 5 3x8 ST1.5x8 STP 2x4 3x4 3x4 3x4 2x4 3-4-0 3-4-0 7-0-0 3-8-0 -1-0-0 1-0-0 3-4-0 3-4-0 5-4-12 2-0-12 7-0-0 1-7-4 0-4-13-3-12-7-12-10-100-8-05.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-2], [6: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-SH 0.40 0.63 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.08 -0.03 (loc) 7 6-7 6 l/defl >999 >990 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-8: 2x4 SP No.3 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 8-10-5 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=181(LC 12) Max Uplift 5=-43(LC 3), 2=-144(LC 12), 6=-147(LC 12) Max Grav 2=408(LC 1), 6=308(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-403/220, 3-4=-271/223 BOT CHORD 2-8=-419/381, 6-7=-396/328 WEBS 4-6=-442/534 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 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 100 lb uplift at joint(s) 5 except (jt=lb) 2=144, 6=147.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 27,2020 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 2227609-SYNERGY-SUCHON Truss EJ72 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T19817234 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:42 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-HVzwDpQAQED0jQDTmpvC0SLGnUcZei4K2bk0ZjzWmmZ Scale = 1:21.1 1 2 3 6 4 5 5x6 3x4 3x4 2x4 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-2-8] 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 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.86 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 0.28 -0.02 (loc) 2-5 2-5 4 l/defl >252 >286 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 3-5-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-6 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=181(LC 12) Max Uplift 4=-167(LC 12), 2=-264(LC 8), 5=-84(LC 9) Max Grav 4=219(LC 1), 2=405(LC 1), 5=112(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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=167, 2=264. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss EJ73 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T19817235 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:43 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-lhXIQ9RoBXLtKaofKXQRZftVsu02N7dTGFTZ5AzWmmY Scale = 1:21.1 1 2 3 7 6 5 8 4 3x8 ST1.5x8 STP 2x4 3x4 3x6 3x4 4-7-0 4-7-0 7-0-0 2-5-0 -1-0-0 1-0-0 4-7-0 4-7-0 7-0-0 2-5-0 0-4-13-3-12-7-12-10-100-8-05.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-2] 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 0.59 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.02 (loc) 6 2-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-7: 2x4 SP No.3 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 7-11-13 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=181(LC 12) Max Uplift 4=-50(LC 12), 2=-144(LC 12), 5=-102(LC 12) Max Grav 4=61(LC 1), 2=407(LC 1), 5=225(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-386/203 BOT CHORD 2-7=-398/354, 5-6=-524/459 WEBS 3-5=-508/580 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 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 100 lb uplift at joint(s) 4 except (jt=lb) 2=144, 5=102.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 27,2020 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 2227609-SYNERGY-SUCHON Truss G01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T19817236 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:44 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-Dt5heVRQyrTkykNruExg5tQjuIP36bodVuD7eczWmmX Scale = 1:15.6 1 2 3 4 6 57 8 3x4 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x4 2x4 2x4 NAILED NAILED NAILED 3-6-8 3-6-8 4-3-8 0-9-0 7-10-0 3-6-8 3-6-8 3-6-8 4-3-8 0-9-0 7-10-0 3-6-8 0-4-11-9-120-4-11-9-125.00 12 Plate Offsets (X,Y)-- [1:0-4-5,0-1-2] 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 0.18 0.35 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 6 1-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 4=0-8-0 Max Horz 1=29(LC 31) Max Uplift 1=-228(LC 8), 4=-223(LC 9) Max Grav 1=621(LC 1), 4=610(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1002/344, 2-3=-898/343, 3-4=-1003/343 BOT CHORD 1-6=-287/872, 5-6=-292/898, 4-5=-282/872 WEBS 2-6=-100/298, 3-5=-98/292 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 100 lb uplift at joint(s) except (jt=lb) 1=228, 4=223. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 1-4=-20 Concentrated Loads (lb) Vert: 6=-195(F) 7=-195(F) 8=-195(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 27,2020 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 2227609-SYNERGY-SUCHON Truss G02 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T19817237 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:45 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-h4f3rrS2j9bbauy2RxTve4yuxioxr35mkYygA2zWmmW Scale = 1:14.7 1 2 3 4 6 5 2x4 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 2x4 2x4 2x4 Special Special Special Special 3-0-0 3-0-0 4-10-0 1-10-0 7-10-0 3-0-0 3-0-0 3-0-0 4-10-0 1-10-0 7-10-0 3-0-0 0-4-11-7-10-4-11-7-15.00 12 Plate Offsets (X,Y)-- [1:0-1-14,0-0-10] 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 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.18 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.01 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 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 9-1-10 oc bracing. REACTIONS. (size)1=0-8-0, 4=0-8-0 Max Horz 1=-26(LC 13) Max Uplift 1=-255(LC 8), 4=-255(LC 9) Max Grav 1=340(LC 1), 4=340(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-562/485, 2-3=-477/467, 3-4=-562/485 BOT CHORD 1-6=-409/469, 5-6=-418/477, 4-5=-406/469 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 100 lb uplift at joint(s) except (jt=lb) 1=255, 4=255. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 102 lb up at 3-0-0, and 150 lb down and 102 lb up at 4-10-0 on top chord, and 40 lb down and 122 lb up at 3-0-0, and 40 lb down and 122 lb up at 4-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 1-4=-20 Concentrated Loads (lb) Vert: 2=-2(B) 3=-2(B) 6=-16(B) 5=-16(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 27,2020 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 2227609-SYNERGY-SUCHON Truss HJ3 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T19817238 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:47 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-eSnpGXUIFmrIpB6QZMVNjV2APVUEJzJ3BsRnExzWmmU Scale = 1:10.8 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 0-4-11-6-133.54 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 0.41 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=102(LC 4) Max Uplift 3=-58(LC 8), 2=-219(LC 4), 4=-53(LC 4) Max Grav 3=81(LC 35), 2=255(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); 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=219. 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=98(F=49, B=49) 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 27,2020 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 2227609-SYNERGY-SUCHON Truss HJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T19817239 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:50 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-21SyvYWBYhEtgfr?EV24L8ggIiQiWEnVtqgRrGzWmmR Scale = 1:21.4 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 0-4-13-2-132-10-123-2-133.54 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 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.07 -0.01 (loc) 6-7 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.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=195(LC 22) Max Uplift 4=-137(LC 4), 2=-430(LC 4), 6=-341(LC 4) Max Grav 4=161(LC 1), 2=510(LC 1), 6=338(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-870/727 BOT CHORD 2-7=-779/808, 6-7=-779/808 WEBS 3-7=-181/260, 3-6=-856/825 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); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) N/A 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 100 lb uplift at joint(s) except (jt=lb) 4=137, 2=430, 6=341. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=98(F=49, B=49) 10=-95(F=-47, B=-47) 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 27,2020 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 2227609-SYNERGY-SUCHON Truss HJ51 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T19817240 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:48 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-6fLBUsVx04z9RLhd740cGjaNzvlT2PIDQWBKnNzWmmT Scale = 1:17.4 1 2 3 8 7 6 5 9 10 4 11 12 2x4 2x4 2x4 3x4 2x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-7-2 5-7-2 6-7-2 1-0-0 7-0-2 0-5-0 -1-5-0 1-5-0 5-7-2 5-7-2 7-0-2 1-5-0 0-4-12-4-131-8-130-8-03.54 12 Plate Offsets (X,Y)-- [2:Edge,0-0-6] 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 0.30 0.51 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 0.01 (loc) 2-8 2-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-8: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=148(LC 22) Max Uplift 4=-49(LC 22), 2=-207(LC 4), 6=-173(LC 8) Max Grav 4=32(LC 18), 2=355(LC 1), 6=261(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312/142 BOT CHORD 2-8=-192/254, 6-7=-227/308 WEBS 3-6=-372/275 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=207, 6=173. 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, 2-8=-20, 5-7=-20 Concentrated Loads (lb) Vert: 9=98(F=49, B=49) 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 27,2020 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 2227609-SYNERGY-SUCHON Truss K01 Truss Type Half Hip Girder Qty 1 Ply 3 Job Reference (optional) T19817241 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:51 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-WE0K6uXpJ_MkIpQBoCZJtLCm66eWFY3f6UP?NizWmmQ Scale = 1:29.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 5x6 ST1.5x8 STP ST1.5x8 STP 6x12 MT20HS 5x8 3x4 2x4 2x4 3x6 3x4 4x6 3x6 7x10 5x8 2x4 3x4 10x12 5x12 Special Special Special Special 2-7-6 2-7-6 4-7-0 1-11-10 5-7-0 1-0-0 7-1-8 1-6-8 9-7-0 2-5-8 12-5-8 2-10-8 15-4-0 2-10-8 -1-0-0 1-0-0 2-7-6 2-7-6 4-7-0 1-11-10 5-7-0 1-0-0 7-1-8 1-6-8 9-7-0 2-5-8 12-5-8 2-10-8 15-4-0 2-10-8 0-4-12-7-152-0-02-7-150-8-05.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge], [5:0-3-0,0-2-4], [9:0-5-4,0-3-0], [13:0-8-0,0-6-0], [15:0-2-12,0-3-8] 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 0.82 1.00 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.24 0.05 (loc) 13-14 13-14 19 l/defl >999 >739 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 295 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-16: 2x4 SP No.3, 13-15,10-12: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 9-10: 2x6 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 12-13 REACTIONS. (size)2=0-8-0, 19=0-6-0 Max Horz 2=150(LC 8) Max Uplift 2=-1314(LC 4), 19=-1785(LC 5) Max Grav 2=3117(LC 1), 19=4466(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6342/2614, 3-4=-10181/4320, 4-5=-10277/4388, 5-6=-11230/4821, 6-7=-11229/4821, 7-8=-11739/4890, 8-9=-1309/522, 10-18=-1800/4537, 9-18=-1800/4537 BOT CHORD 2-17=-2412/5646, 16-17=-510/1202, 14-15=-3806/8855, 13-14=-5154/12372, 12-13=-243/701, 7-13=-236/576, 11-12=-547/1340, 10-11=-1954/4857 WEBS 3-17=-2087/930, 15-17=-2057/4806, 3-15=-1641/3775, 5-14=-1475/3439, 7-14=-1172/327, 11-13=-1487/3717, 8-13=-3277/7681, 8-10=-5328/2152, 5-15=-543/1216, 9-19=-6371/2549 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 3 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) 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 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1314, 19=1785. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss K01 Truss Type Half Hip Girder Qty 1 Ply 3 Job Reference (optional) T19817241 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:51 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-WE0K6uXpJ_MkIpQBoCZJtLCm66eWFY3f6UP?NizWmmQ NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2470 lb down and 1208 lb up at 7-1-8, 1264 lb down and 496 lb up at 9-0-12, and 1219 lb down and 457 lb up at 11-0-12, and 1259 lb down and 443 lb up at 13-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-9=-70, 2-16=-20, 13-15=-20, 10-12=-20 Concentrated Loads (lb) Vert: 14=-2470(F) 20=-1264(F) 21=-1219(F) 22=-1259(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 2227609-SYNERGY-SUCHON Truss K02 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T19817242 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:53 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-Sc84XaY3rccSX6ZavdcnzmICtwOkjX0yaou5SazWmmO Scale = 1:29.2 1 2 3 4 5 6 17 7 18 8 9 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 5x6 ST1.5x8 STP ST1.5x8 STP 6x8 2x4 3x4 2x4 2x4 3x4 2x4 3x4 3x8 5x12 3x6 5x8 5x12 Special NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED 2-9-5 2-9-5 4-7-0 1-9-11 9-7-0 5-0-0 12-0-10 2-5-10 15-4-0 3-3-6 -1-0-0 1-0-0 2-9-5 2-9-5 4-7-0 1-9-11 5-0-0 0-5-0 9-7-0 4-7-0 12-0-10 2-5-10 15-4-0 3-3-6 0-4-12-5-12-1-90-8-05.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-3-0,0-2-4], [13:0-4-4,0-2-0], [14:0-5-4,0-2-8], [16:0-3-8,0-1-8] 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 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.76 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.25 0.02 (loc) 13-14 13-14 9 l/defl >999 >698 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-9: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 4-15,6-12: 2x4 SP No.3, 13-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 8-10: 2x6 SP No.2 OTHERS 2x4 SP M 31 LBR SCAB 6-9 2x4 SP M 31 one side BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-9-13 oc bracing: 2-16 4-11-14 oc bracing: 13-14. REACTIONS. (size)9=0-6-0, 2=0-8-0 Max Horz 2=137(LC 27) Max Uplift 9=-557(LC 5), 2=-598(LC 4) Max Grav 9=1060(LC 1), 2=1174(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2130/1065, 3-4=-3092/1672, 4-5=-3132/1701, 5-6=-2857/1526, 6-7=-2663/1423, 7-8=-1313/687 BOT CHORD 2-16=-1023/1874, 13-14=-1513/2712, 6-13=-368/279 WEBS 5-14=-381/719, 3-16=-734/439, 14-16=-971/1812, 3-14=-585/992, 7-11=-1229/731, 11-13=-573/1143, 7-13=-869/1595, 8-11=-761/1454 NOTES- 1) Attached 5-5-8 scab 6 to 9, front face(s) 2x4 SP M 31 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-2-9 from end at joint 6, nail 1 row(s) at 7" o.c. for 4-11-15. 2) Unbalanced roof live loads have been considered for this design. 3) 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 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=557, 2=598. 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) 181 lb down and 190 lb up at 5-0-0 on top chord, and 292 lb down and 238 lb up at 5-0-0 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 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 27,2020 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 2227609-SYNERGY-SUCHON Truss K02 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T19817242 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:53 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-Sc84XaY3rccSX6ZavdcnzmICtwOkjX0yaou5SazWmmO 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, 8-9=-70, 2-15=-20, 13-14=-20, 10-12=-20 Concentrated Loads (lb) Vert: 5=-69(B) 19=-69(B) 20=-69(B) 21=-76(B) 22=-76(B) 23=-292(B) 24=-59(B) 25=-59(B) 26=-26(B) 27=-26(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 2227609-SYNERGY-SUCHON Truss V01 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19817243 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:54 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-woiTkwZhbvkJ9G8mTK70V_qTuKvfS825oSef_1zWmmN Scale = 1:5.9 1 2 3 2x4 1-6-0 1-6-0 0-0-40-7-85.00 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 0.01 0.01 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: 3 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 1-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-5-6, 2=1-5-6, 3=1-5-6 Max Horz 1=18(LC 12) Max Uplift 1=-10(LC 12), 2=-22(LC 12) Max Grav 1=34(LC 1), 2=26(LC 1), 3=15(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 100 lb uplift at joint(s) 1, 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 27,2020 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 2227609-SYNERGY-SUCHON Truss V02 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19817244 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:55 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-P?GryGaKMDsAmQjz12eF2BNbtjE2BbIF16NCXTzWmmM Scale = 1:10.1 1 2 3 2x4 2x4 2x4 3-6-0 3-6-0 0-0-41-5-85.00 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 0.19 0.13 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: 11 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 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-6, 3=3-5-6 Max Horz 1=61(LC 12) Max Uplift 1=-36(LC 12), 3=-61(LC 12) Max Grav 1=117(LC 1), 3=117(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 27,2020 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 2227609-SYNERGY-SUCHON Truss V03 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19817245 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:55 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-P?GryGaKMDsAmQjz12eF2BNTgj9ABbIF16NCXTzWmmM Scale = 1:15.6 1 2 3 2x4 2x4 2x4 5-6-0 5-6-0 0-0-42-3-85.00 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 0.65 0.44 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: 18 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 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-5-6, 3=5-5-6 Max Horz 1=107(LC 12) Max Uplift 1=-63(LC 12), 3=-108(LC 12) Max Grav 1=207(LC 1), 3=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-185/303 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 except (jt=lb) 3=108. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss V04 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19817246 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:56 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-tBqD9bby7X_1OaI9bl9UaPwke7UPw06OGm7m3vzWmmL Scale = 1:20.5 1 2 3 5 4 6 3x4 2x4 2x4 2x4 2x4 5-6-0 5-5-6 5-6-0 5-6-0 7-6-0 2-0-0 0-0-43-1-85.00 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 0.44 0.16 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: 28 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=7-5-6, 4=7-5-6, 5=7-5-6 Max Horz 1=154(LC 12) Max Uplift 1=-23(LC 12), 4=-4(LC 1), 5=-225(LC 12) Max Grav 1=166(LC 1), 4=1(LC 12), 5=432(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-341/522 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) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 7-4-4 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, 4 except (jt=lb) 5=225. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss V05 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19817247 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:57 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-LNNbNxcauq6u0ktL8Tgj7cSuyXrXfT8XUQsJbMzWmmK Scale = 1:25.1 1 2 3 5 4 6 3x4 2x4 2x4 2x4 2x4 5-2-8 5-1-14 5-2-8 5-2-8 9-6-0 4-3-8 0-0-43-11-85.00 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 0.35 0.38 0.17 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: 36 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-5-6, 4=9-5-6, 5=9-5-6 Max Horz 1=200(LC 12) Max Uplift 1=-3(LC 12), 4=-70(LC 12), 5=-248(LC 12) Max Grav 1=166(LC 1), 4=133(LC 1), 5=476(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-307/134 WEBS 2-5=-375/571 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) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 9-4-4 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, 4 except (jt=lb) 5=248. 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 27,2020 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 2227609-SYNERGY-SUCHON Truss V06 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19817248 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:58 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-paxzaHcCf8EletSYiAByfq?7VxDMOy1hj4cs7ozWmmJ Scale = 1:8.7 1 2 3 2x4 3x6 2x4 0-0-10 0-0-10 4-8-3 4-7-10 2-4-2 2-4-2 4-8-3 2-4-2 0-0-40-11-110-0-45.00 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 0.10 0.22 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: 12 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 4-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-7-0, 3=4-7-0 Max Horz 1=-14(LC 13) Max Uplift 1=-50(LC 12), 3=-50(LC 13) Max Grav 1=143(LC 1), 3=143(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) 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 27,2020 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 2227609-SYNERGY-SUCHON Truss V07 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T19817249 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 27 09:44:58 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:Jf8K5iaecbE?3rh39XPMmyzrVcb-paxzaHcCf8EletSYiAByfq?7_xEYOy1hj4cs7ozWmmJ Scale = 1:7.6 1 2 3 2x4 3x6 2x4 0-0-10 0-0-10 4-1-0 4-0-6 2-0-8 2-0-8 4-1-0 2-0-8 0-0-40-10-30-0-45.00 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 0.07 0.14 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: 10 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 4-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-13, 3=3-11-13 Max Horz 1=11(LC 12) Max Uplift 1=-40(LC 12), 3=-40(LC 13) Max Grav 1=116(LC 1), 3=116(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) 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 27,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths