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HomeMy WebLinkAboutAPPROVED S Trusscut6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2775605-SYNERGY-FY839 - Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 39 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: FY839 Model: BILTMORE Subdivision: . Address: 113 LIMA CT, . 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: May 5,2021 ORegan, Philip 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 (Fort Pierce). Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T23826586 A1 Date 5/5/212T23826587A25/5/213T23826588A35/5/214T23826589A45/5/215T23826590A55/5/216T23826591A65/5/217T23826592A75/5/218T23826593A85/5/219T23826594A95/5/2110T23826595B15/5/2111T23826596B25/5/2112T23826597B35/5/2113T23826598B45/5/2114T23826599B55/5/2115T23826600B65/5/2116T23826601B75/5/2117T23826602C15/5/2118T23826603C25/5/2119T23826604C35/5/2120T23826605CJ15/5/2121T23826606CJ25/5/2122T23826607CJ35/5/21 No.Seal#Truss Name 23 T23826608 CJ4 Date 5/5/2124T23826609CJ55/5/2125T23826610CJ65/5/2126T23826611CJ515/5/2127T23826612D15/5/2128T23826613D25/5/2129T23826614EJ35/5/2130T23826615EJ75/5/2131T23826616EJ715/5/2132T23826617EJ725/5/2133T23826618HJ35/5/2134T23826619HJ75/5/2135T23826620HJ715/5/2136T23826621V15/5/2137T23826622V25/5/2138T23826623V35/5/2139T23826624V45/5/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss A1 Truss Type Roof Special Qty 3 Ply 1 Job Reference (optional) T23826586 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:37:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-WbN9NepPTOi6G6hQCSn8T9b?nnuNDP6k9Fke5OzJvKv Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 1116 15 14 13 12 20 21 22 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 6x8 6x8 3x6 4x6 2x4 6x12 MT20HS 4x6 5x8 3x4 5x6 3x6 2x4 2x4 2x4 7-4-9 7-4-9 13-8-0 6-3-7 19-8-0 6-0-0 26-8-0 7-0-0 33-0-0 6-4-0 39-4-0 6-4-0 -1-0-0 1-0-0 7-4-9 7-4-9 13-8-0 6-3-7 19-8-0 6-0-0 26-8-0 7-0-0 33-0-0 6-4-0 39-4-0 6-4-0 40-4-0 1-0-0 0-4-18-6-60-4-12-8-85.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-7,Edge], [10:0-3-0,Edge], [13:0-6-4,0-3-0], [15:0-5-12,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.87 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.70 0.32 0.43 (loc) 15-16 15-16 12 15-16 l/defl >999 >559 n/a >914 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 201 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4,8-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 2-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-13: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-15 oc bracing. WEBS 1 Row at midpt 5-14, 9-13 REACTIONS. (size)2=0-8-0, 10=0-8-0, 12=0-8-0 Max Horz 2=-401(LC 10) Max Uplift 2=-709(LC 12), 10=-757(LC 17), 12=-1219(LC 12) Max Grav 2=1400(LC 17), 10=132(LC 12), 12=2865(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4801/2364, 3-5=-3498/1873, 5-6=-1430/964, 6-7=-1449/946, 7-9=-822/556, 9-10=-1075/2418 BOT CHORD 2-16=-2087/4687, 15-16=-2085/4679, 14-15=-1466/3453, 13-14=-235/620, 12-13=-2102/1121, 10-12=-2102/1121 WEBS 3-16=0/293, 3-15=-1200/679, 5-15=-706/1835, 5-14=-2570/1318, 6-14=-311/619, 7-14=-244/960, 7-13=-1112/668, 9-13=-1419/2826, 9-12=-2693/1520 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 19-8-0, Exterior(2R) 19-8-0 to 25-8-0, Interior(1) 25-8-0 to 40-4-11 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=709, 10=757, 12=1219. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss A2 Truss Type Roof Special Qty 4 Ply 1 Job Reference (optional) T23826587 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:37:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-_nwXb_q1EhqztGGclAIN0M89wBDQyrGuNvTCeqzJvKu Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 1116 15 14 13 12 17 18 19 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 7x10 3x6 5x8 3x8 4x6 2x4 8x14 MT20HS 5x8 5x8 3x4 3x4 2x4 7-4-9 7-4-9 13-8-0 6-3-7 19-8-0 6-0-0 26-8-0 7-0-0 32-8-2 6-0-2 39-4-0 6-7-14 -1-0-0 1-0-0 7-4-9 7-4-9 13-8-0 6-3-7 19-8-0 6-0-0 26-8-0 7-0-0 32-8-2 6-0-2 39-4-0 6-7-14 40-4-0 1-0-0 0-4-18-6-60-4-12-8-85.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [2:0-8-2,Edge], [4:0-3-0,Edge], [10:0-4-2,0-1-8], [13:0-5-4,0-2-8], [15:0-7-0,0-3-9] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.94 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.48 -1.08 0.54 0.69 (loc) 15 15-16 10 15 l/defl >977 >428 n/a >675 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 196 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-4,8-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 2-15: 2x4 SP M 31, 10-13: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 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 5-14 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-401(LC 10) Max Uplift 2=-898(LC 12), 10=-898(LC 12) Max Grav 2=1837(LC 1), 10=1837(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6631/3380, 3-5=-5588/2963, 5-6=-2806/1664, 6-7=-2826/1655, 7-9=-3112/1773, 9-10=-3739/1967 BOT CHORD 2-16=-3031/6386, 15-16=-3030/6381, 14-15=-2494/5305, 13-14=-1395/2876, 12-13=-1654/3340, 10-12=-1654/3340 WEBS 3-16=0/287, 3-15=-1052/597, 5-15=-1105/2552, 5-14=-3348/1750, 6-14=-853/1658, 7-14=-543/403, 9-13=-693/370, 9-12=0/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 19-8-0, Exterior(2R) 19-8-0 to 25-8-0, Interior(1) 25-8-0 to 40-4-11 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=898, 10=898. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss A3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23826588 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:37:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-wA2I0grHmJ4h7ZQ_tbKr5nDUF?v?QmVBrDyJijzJvKs Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 11 1218 17 16 15 14 13 19 20 21 22 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x8 3x6 7x10 3x6 5x8 3x8 4x6 2x4 8x14 MT20HS 5x8 5x8 3x4 3x4 3x4 2x4 7-4-9 7-4-9 13-8-0 6-3-7 17-10-8 4-2-8 21-5-8 3-7-0 26-8-0 5-2-8 32-8-2 6-0-2 39-4-0 6-7-14 -1-0-0 1-0-0 7-4-9 7-4-9 13-8-0 6-3-7 17-10-8 4-2-8 21-5-8 3-7-0 26-8-0 5-2-8 32-8-2 6-0-2 39-4-0 6-7-14 40-4-0 1-0-0 0-4-17-9-70-4-12-8-87-9-75.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [2:0-8-2,Edge], [4:0-3-0,Edge], [6:0-3-0,0-2-4], [7:0-5-12,0-2-8], [11:0-4-2,0-1-8], [14:0-5-4,0-2-12], [17:0-7-0,0-3-9] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.94 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -1.04 0.52 0.66 (loc) 17-18 17-18 11 17-18 l/defl >999 >446 n/a >707 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 208 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-7: 2x4 SP No.2, 1-4,9-12: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 2-17: 2x4 SP M 31, 11-14: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 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 5-16 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-367(LC 10) Max Uplift 2=-898(LC 12), 11=-898(LC 12) Max Grav 2=1837(LC 1), 11=1837(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6631/3431, 3-5=-5575/2938, 5-6=-3224/1853, 6-7=-2939/1770, 7-8=-2906/1699, 8-10=-3100/1774, 10-11=-3747/1982 BOT CHORD 2-18=-3063/6361, 17-18=-3063/6357, 16-17=-2434/5247, 15-16=-1129/2675, 14-15=-1380/2853, 13-14=-1694/3348, 11-13=-1694/3348 WEBS 3-18=0/287, 3-17=-1085/613, 5-17=-1108/2530, 5-16=-3046/1577, 6-16=-507/973, 7-16=-308/797, 7-15=-187/390, 8-15=-397/311, 10-14=-729/393, 10-13=0/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 17-10-8, Exterior(2E) 17-10-8 to 21-5-8, Exterior(2R) 21-5-8 to 29-11-5, Interior(1) 29-11-5 to 40-4-11 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2 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=898, 11=898. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss A4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23826589 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:37:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-OMcgD?swWcCYkj?BRIr4e?mfzPFL9D3K4tisF9zJvKr Scale = 1:74.3 1 2 3 4 5 6 7 8 9 10 11 1218 17 16 15 14 13 19 20 21 4x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x6 7x10 3x6 5x8 3x8 4x6 2x4 8x14 MT20HS 5x8 5x8 3x4 3x4 3x4 2x4 7-4-9 7-4-9 13-8-0 6-3-7 15-10-8 2-2-8 23-5-8 7-7-0 26-8-0 3-2-8 32-8-2 6-0-2 39-4-0 6-7-14 -1-0-0 1-0-0 7-4-9 7-4-9 13-8-0 6-3-7 15-10-8 2-2-8 23-5-8 7-7-0 26-8-0 3-2-8 32-8-2 6-0-2 39-4-0 6-7-14 40-4-0 1-0-0 0-4-16-11-70-4-12-8-86-11-75.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [2:0-8-2,Edge], [4:0-3-0,Edge], [6:0-4-0,0-1-13], [7:0-5-12,0-2-8], [11:0-4-2,0-1-8], [14:0-5-4,0-2-12], [17:0-7-0,0-3-9] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.93 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -1.02 0.51 0.64 (loc) 17-18 17-18 11 17-18 l/defl >999 >453 n/a >720 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 204 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6,7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 2-17: 2x4 SP M 31, 11-14: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-328(LC 10) Max Uplift 2=-898(LC 12), 11=-898(LC 12) Max Grav 2=1837(LC 1), 11=1837(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6634/3584, 3-5=-5561/3039, 5-6=-3981/2318, 6-7=-3693/2188, 7-8=-2996/1842, 8-10=-3088/1830, 10-11=-3754/2070 BOT CHORD 2-18=-3206/6313, 17-18=-3206/6309, 16-17=-2517/5165, 15-16=-1300/2805, 14-15=-1415/2833, 13-14=-1778/3357, 11-13=-1778/3357 WEBS 3-18=0/292, 3-17=-1110/671, 5-17=-1180/2455, 5-16=-2624/1413, 6-16=-570/1158, 7-16=-564/1287, 7-15=-120/344, 8-14=-261/138, 10-14=-760/431, 10-13=0/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 15-10-8, Exterior(2E) 15-10-8 to 23-5-8, Exterior(2R) 23-5-8 to 31-11-5, Interior(1) 31-11-5 to 40-4-11 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2 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=898, 11=898. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss A5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23826590 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:37:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-sYA2QLtYHwLPMtaN_?NJACIqkoaVuhYTIXRPnczJvKq Scale = 1:71.5 1 2 3 4 5 6 7 813 12 11 10 9 14 15 16 17 18 19 5x6 ST1.5x8 STP 5x6 5x6 3x8 7x10 3x6 6x12 MT20HS 5x8 2x4 3x4 3x6 3x4 2x4 7-4-9 7-4-9 13-8-0 6-3-7 19-8-0 6-0-0 26-8-0 7-0-0 32-2-2 5-6-2 39-4-0 7-1-14 -1-0-0 1-0-0 7-4-9 7-4-9 13-8-0 6-3-7 19-8-0 6-0-0 25-8-0 6-0-0 32-2-2 6-6-2 39-4-0 7-1-14 0-4-16-0-60-4-12-8-86-0-65.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [2:0-8-2,Edge], [3:0-3-0,0-3-4], [4:0-3-0,0-2-4], [6:0-3-0,0-2-4], [8:0-4-2,0-1-8], [12:0-5-0,0-3-8] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 1.00 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -1.06 0.52 0.69 (loc) 12 12-13 8 12 l/defl >999 >441 n/a >681 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 188 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 *Except* 10-12: 2x4 SP No.2, 8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=279(LC 11) Max Uplift 8=-787(LC 12), 2=-906(LC 12) Max Grav 8=1750(LC 1), 2=1851(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6686/3707, 3-4=-5626/3094, 4-5=-5108/2932, 5-6=-4051/2422, 6-7=-3136/1844, 7-8=-3886/2172 BOT CHORD 2-13=-3367/6250, 12-13=-3371/6239, 11-12=-2080/4148, 10-11=-1421/2894, 9-10=-1899/3497, 8-9=-1899/3497 WEBS 3-13=0/287, 3-12=-1108/754, 4-12=-859/1739, 5-12=-572/1348, 5-11=-1006/672, 6-11=-796/1537, 7-10=-919/597, 7-9=0/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 13-8-0, Exterior(2R) 13-8-0 to 22-1-13, Interior(1) 22-1-13 to 25-8-0, Exterior(2R) 25-8-0 to 34-1-13, Interior(1) 34-1-13 to 39-3-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=787, 2=906. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss A6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23826591 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:37:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-H7rB3NvQarjzDLIyg8w0orwLa0c250Dw_Vg4OwzJvKn Scale = 1:70.2 1 2 3 4 5 6 7 8 9 1020 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 7x14 MT20HS ST1.5x8 STP 5x12 3x8 5x12 10x14 2x4 2x4 7x10 5x6 4x4 2x4 6x8 5x12 7x10 3x4 2x4 2x4 2x4 7-4-9 7-4-9 11-9-8 4-4-15 12-11-0 1-1-8 17-0-0 4-1-0 20-7-0 3-7-0 21-1-0 0-6-0 26-8-0 5-7-0 33-2-2 6-6-2 39-4-0 6-1-14 -1-0-0 1-0-0 7-4-9 7-4-9 11-8-0 4-3-7 12-11-0 1-3-0 17-0-0 4-1-0 20-7-0 3-7-0 21-1-0 0-6-0 26-8-0 5-7-0 27-8-0 1-0-0 33-2-2 5-6-2 39-4-0 6-1-14 0-4-15-2-60-4-12-6-105-2-65.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-6-7,0-0-12], [4:0-9-12,0-2-0], [8:0-9-0,0-2-4], [10:0-4-2,0-1-8], [13:0-4-4,Edge], [19:0-4-0,0-4-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.94 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -1.12 0.52 0.73 (loc) 18 18 10 18 l/defl >937 >415 n/a >636 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 228 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 8-10: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-18: 2x6 SP M 26, 5-17: 2x4 SP No.3, 10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 13-16,6-18,16-18: 2x4 SP No.2, 4-18: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-13 REACTIONS. (size)10=Mechanical, 2=0-8-0 Max Horz 2=241(LC 11) Max Uplift 10=-784(LC 12), 2=-904(LC 12) Max Grav 10=1756(LC 1), 2=1856(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6770/3678, 3-4=-6128/3308, 4-5=-6498/3558, 5-6=-6507/3567, 6-7=-4746/2758, 7-8=-4754/2755, 8-9=-3941/2375, 9-10=-3953/2173 BOT CHORD 2-20=-3337/6243, 19-20=-3345/6259, 18-19=-2807/5688, 12-13=-1426/2923, 11-12=-1462/2947, 10-11=-1908/3564 WEBS 3-19=-684/510, 4-19=-376/710, 6-16=-3338/1746, 8-13=-1151/2137, 8-12=-469/360, 8-11=-616/965, 9-11=-487/465, 7-13=-443/416, 13-16=-1768/3559, 6-13=-1017/1871, 4-18=-893/1650, 6-18=-1758/3548, 16-18=-1986/3997 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 11-8-0, Exterior(2R) 11-8-0 to 20-5-4, Interior(1) 20-5-4 to 27-8-0, Exterior(2R) 27-8-0 to 36-1-13, Interior(1) 36-1-13 to 39-3-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=784, 2=904. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss A7 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23826592 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:37:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-DWzxU3xg6SzhTeSLnZyUtG0i?pHEZweDSp9ASpzJvKl Scale = 1:70.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 8x10 ST1.5x8 STP 7x10 6x8 3x8 7x10 3x6 5x6 3x4 4x6 3x4 2x4 6x12 MT20HS 8x14 MT20HS 5x12 3x4 3x4 2x4 7-4-9 7-4-9 10-9-8 3-4-15 10-11-8 0-2-0 12-11-0 1-11-8 20-9-8 7-10-8 28-8-0 7-10-8 33-8-2 5-0-2 39-4-0 5-7-14 -1-0-0 1-0-0 7-4-9 7-4-9 10-8-0 3-3-7 12-11-0 2-3-0 20-9-8 7-10-8 28-8-0 7-10-8 33-8-2 5-0-2 39-4-0 5-7-14 0-4-14-9-60-4-12-1-54-9-65.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [2:0-8-2,Edge], [4:0-8-0,0-3-4], [6:0-5-0,0-4-8], [7:0-4-0,0-2-2], [9:0-4-2,0-1-8], [13:0-5-4,0-2-8], [15:0-10-8,0-5-0], [16:0-7-12,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.96 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.55 -1.24 0.55 0.81 (loc) 14 14 9 14 l/defl >849 >378 n/a >575 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 218 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP M 31, 7-9: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 5-14,12-14: 2x4 SP No.2, 9-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 13-15,6-15: 2x4 SP No.2 WEDGE Left: 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. WEBS 1 Row at midpt 13-15, 6-15 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=219(LC 11) Max Uplift 9=-787(LC 12), 2=-906(LC 12) Max Grav 9=1750(LC 1), 2=1851(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6636/3601, 3-4=-6123/3325, 4-5=-5737/3166, 5-6=-6896/3807, 6-7=-3975/2344, 7-8=-3410/1950, 8-9=-3962/2198 BOT CHORD 2-17=-3257/6099, 16-17=-3253/6094, 15-16=-3511/6975, 5-15=-409/932, 11-13=-1539/3078, 10-11=-1927/3578, 9-10=-1927/3578 WEBS 3-16=-501/401, 4-16=-1178/2151, 13-15=-2085/4020, 6-15=-1527/2982, 6-13=-1488/966, 7-13=-567/1152, 7-11=-141/445, 8-11=-648/461, 5-16=-1745/1012 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 10-8-0, Exterior(2R) 10-8-0 to 19-1-13, Interior(1) 19-1-13 to 28-8-0, Exterior(2R) 28-8-0 to 37-1-13, Interior(1) 37-1-13 to 39-3-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=787, 2=906.May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss A8 Truss Type Hip Qty 1 Ply 2 Job Reference (optional) T23826593 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:37:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-hiXJhPxJtm5Y4o1XLGUjQTYyxDfIIOFMhTuk_FzJvKk Scale = 1:70.2 1 2 3 4 5 6 7 8 9 10 1117 16 15 14 13 12 18 19 20 21 22 23 24 25 26 5x8 ST1.5x8 STP 3x6 5x8 3x6 4x6 5x8 7x10 2x4 2x4 5x6 2x4 4x10 MT20HS 3x6 3x4 3x4 2x4 8-11-0 8-11-0 12-11-0 4-0-0 18-10-9 5-11-9 24-8-7 5-9-13 30-8-0 5-11-9 39-4-0 8-8-0 -1-0-0 1-0-0 5-11-3 5-11-3 8-8-0 2-8-13 12-11-0 4-3-0 18-10-9 5-11-9 24-8-7 5-9-13 30-8-0 5-11-9 34-8-2 4-0-2 39-4-0 4-7-14 0-4-13-11-60-4-11-8-103-11-65.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-12,Edge], [4:0-5-12,0-2-8], [9:0-5-12,0-2-8], [13:0-3-0,0-3-0], [14:0-4-8,0-2-0], [16:0-4-4,Edge], [17:0-3-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.84 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.86 0.33 0.58 (loc) 16 16 11 16 l/defl >999 >540 n/a >811 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 396 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. REACTIONS. (size)11=Mechanical, 2=0-8-0 Max Horz 2=182(LC 11) Max Uplift 11=-787(LC 12), 2=-906(LC 12) Max Grav 11=1750(LC 1), 2=1851(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6484/3549, 3-4=-6300/3333, 4-5=-7702/4199, 5-6=-7555/4135, 6-8=-4714/2644, 8-9=-4422/2560, 9-10=-3588/2015, 10-11=-3943/2261 BOT CHORD 2-17=-3207/5951, 16-17=-2928/5965, 5-16=-329/329, 14-15=-123/262, 13-14=-2298/4422, 12-13=-1650/3271, 11-12=-1995/3586 WEBS 3-17=-165/294, 4-17=-676/1397, 4-16=-1103/1991, 14-16=-2356/4642, 6-16=-1582/2995, 6-14=-1385/840, 8-14=-200/414, 8-13=-648/449, 9-13=-759/1430, 9-12=-93/400, 10-12=-446/407 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. 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 8-8-0, Exterior(2R) 8-8-0 to 17-1-13, Interior(1) 17-1-13 to 30-8-0, Exterior(2E) 30-8-0 to 39-3-4 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 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates 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. 11) 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.Continued on page 2 May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss A8 Truss Type Hip Qty 1 Ply 2 Job Reference (optional) T23826593 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:37:51 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-hiXJhPxJtm5Y4o1XLGUjQTYyxDfIIOFMhTuk_FzJvKk NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=787, 2=906. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss A9 Truss Type Hip Girder Qty 1 Ply 3 Job Reference (optional) T23826594 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:37:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-_3Sz9o1iDwzZQt3tFE6MCyL7k223RXfOI35bkLzJvKd Scale = 1:70.5 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 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 6x8 ST1.5x8 STP 5x8 6x8 5x8 6x12 MT20HS 8x14 MT20HS 3x4 2x4 4x6 2x4 5x12 5x8 3x6 3x6 4x6 4x6 3x8 4x6 4x6 3x4 5x6 4x6 Special NAILED 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 LUS24 4-2-14 4-2-14 7-5-4 3-2-6 12-11-0 5-5-12 15-11-10 3-0-10 21-3-2 5-3-9 26-6-11 5-3-9 31-10-3 5-3-9 37-0-0 5-1-13 39-4-0 2-4-0 -1-0-0 1-0-0 4-2-14 4-2-14 7-0-0 2-9-2 10-2-2 3-2-2 12-11-0 2-8-14 15-11-10 3-0-10 21-3-2 5-3-9 26-6-11 5-3-9 31-10-3 5-3-9 39-4-0 7-5-13 0-4-13-3-12-3-61-4-153-3-15.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge], [4:0-4-0,0-2-2], [7:0-3-8,0-2-8], [12:0-4-0,0-2-2], [16:0-3-8,0-1-8], [17:0-3-0,0-3-0], [19:0-5-8,0-2-8], [22:0-6-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.84 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.55 -1.22 0.41 0.87 (loc) 20 20 14 20 l/defl >854 >381 n/a >539 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 698 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-9,9-12: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-22,17-20: 2x4 SP No.1, 21-22: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 19-21,7-21: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 14=Mechanical Max Horz 2=159(LC 32) Max Uplift 2=-1822(LC 8), 14=-1996(LC 8) Max Grav 2=3758(LC 36), 14=4093(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13638/6374, 3-4=-15062/7122, 4-5=-15502/7318, 5-6=-22075/10302, 6-7=-21420/10030, 7-8=-12752/5996, 8-10=-13075/6147, 10-11=-11538/5431, 11-12=-8245/3920, 12-13=-3131/1493, 13-14=-4061/1927 BOT CHORD 2-23=-5914/12531, 22-23=-5969/12676, 21-22=-9099/19245, 6-21=-7/303, 19-20=-390/764, 18-19=-6096/13089, 17-18=-5404/11591, 16-17=-3867/8256, 15-16=-1426/3004 WEBS 3-22=-994/1928, 4-22=-2394/5419, 19-21=-6175/13342, 7-21=-4519/9711, 7-19=-5509/2752, 12-15=-2317/1196, 13-15=-1893/4032, 5-22=-4281/2080, 5-21=-1292/3228, 12-16=-2805/6035, 8-19=-410/205, 11-16=-2694/1513, 8-18=-532/496, 11-17=-1728/3764, 10-18=-788/1705, 10-17=-1547/940 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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates 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.Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss A9 Truss Type Hip Girder Qty 1 Ply 3 Job Reference (optional) T23826594 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:37:59 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-SF0LN82K_D5P21e3pydbl9tIUSNIA_uXWjq9GozJvKc NOTES- 10) Refer to girder(s) for truss to truss connections. 11) 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1822, 14=1996. 13) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 37-6-4 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 304 lb down and 370 lb up at 7-0-0 on top chord, and 583 lb down and 260 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-12=-70, 12-13=-70, 2-22=-20, 21-22=-20, 14-20=-20 Concentrated Loads (lb) Vert: 4=-62(F) 9=-136(F) 21=-61(F) 6=-136(F) 8=-136(F) 18=-61(F) 24=-117(F) 25=-117(F) 27=-136(F) 28=-136(F) 29=-136(F) 31=-136(F) 32=-136(F) 33=-136(F) 34=-136(F) 35=-136(F) 36=-136(F) 37=-136(F) 38=41(F) 39=-551(F) 40=-80(F) 41=-80(F) 42=-61(F) 43=-61(F) 44=-61(F) 45=-61(F) 46=-61(F) 47=-61(F) 48=-61(F) 49=-61(F) 50=-61(F) 51=-61(F) 52=-61(F) 53=-339(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss B1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23826595 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-wRajaU2ylXDGfBDGNf8qHNQPrrigvVNhlNaipEzJvKb Scale = 1:60.1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 3x6 ST1.5x8 STP 4x6 5x6 3x8 5x6 WB3x4 2x4 3x4 3x4 3x4 3x4 5x6 3x6 4x6 9-9-14 9-9-14 19-0-0 9-2-2 20-4-0 1-4-0 26-8-4 6-4-4 33-4-0 6-7-12 -1-0-0 1-0-0 6-9-3 6-9-3 12-10-10 6-1-6 19-0-0 6-1-6 20-4-0 1-4-0 26-8-4 6-4-4 33-4-0 6-7-12 0-4-18-3-12-10-18-3-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [7:0-3-0,0-2-4], [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.96 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.66 0.09 0.24 (loc) 13-15 13-15 10 13-15 l/defl >999 >596 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 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 2-2-0 oc bracing. WEBS 1 Row at midpt 5-13, 8-12 REACTIONS. (size)2=0-8-0, 10=Mechanical Max Horz 2=-320(LC 10) Max Uplift 2=-777(LC 12), 10=-669(LC 12) Max Grav 2=1865(LC 17), 10=1656(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3563/1637, 3-5=-3223/1503, 5-6=-1881/1084, 6-7=-1687/1079, 7-8=-1916/1099, 8-9=-1875/979, 9-10=-1548/860 BOT CHORD 2-15=-1574/3423, 13-15=-1205/2647, 12-13=-710/1772, 11-12=-801/1648 WEBS 3-15=-472/393, 5-15=-195/855, 5-13=-1169/659, 6-13=-249/614, 7-12=-220/408, 8-12=-266/238, 8-11=-476/398, 9-11=-828/1696 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 19-0-0, Exterior(2E) 19-0-0 to 20-4-0, Exterior(2R) 20-4-0 to 28-9-13, Interior(1) 28-9-13 to 33-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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=777, 10=669. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss B2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23826596 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Od85np3aWrM7HKoSwMf3qazdFF4be_hq_1JGLgzJvKa Scale = 1:60.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 3x6 ST1.5x8 STP 4x6 5x8 3x8 4x6 3x4 2x4 3x4 3x8 3x4 3x4 3x6 3x6 4x6 3x6 8-9-14 8-9-14 17-0-0 8-2-2 22-4-0 5-4-0 27-8-4 5-4-4 33-4-0 5-7-12 -1-0-0 1-0-0 6-1-3 6-1-3 11-6-10 5-5-6 17-0-0 5-5-6 22-4-0 5-4-0 27-8-4 5-4-4 33-4-0 5-7-12 0-4-17-5-12-10-17-5-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [7:0-5-12,0-2-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.78 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.38 0.09 0.18 (loc) 14-16 14-16 10 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 190 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-15: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-14 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS. (size)2=0-8-0, 10=Mechanical Max Horz 2=-281(LC 10) Max Uplift 2=-777(LC 12), 10=-669(LC 12) Max Grav 2=1858(LC 17), 10=1665(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3582/1718, 3-5=-3285/1600, 5-6=-2187/1246, 6-7=-1983/1221, 7-8=-1898/1133, 8-9=-1787/955, 9-10=-1576/882 BOT CHORD 2-16=-1656/3415, 14-16=-1337/2773, 13-14=-780/1746, 11-13=-794/1580 WEBS 3-16=-408/344, 5-16=-163/687, 5-14=-962/575, 6-14=-149/476, 7-14=-213/525, 8-13=-104/268, 8-11=-543/429, 9-11=-847/1690 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 17-0-0, Exterior(2E) 17-0-0 to 22-4-0, Exterior(2R) 22-4-0 to 30-9-13, Interior(1) 30-9-13 to 33-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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=777, 10=669. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss B3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23826597 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-K0FsCV5q2ScrWeyq2nhXv?2wS3ka6sY7RKoMQZzJvKY Scale = 1:59.7 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 5x8 ST1.5x8 STP 4x6 4x6 2x4 2x4 3x8 3x4 5x8 4x6 6x8 4x6 3x8 7-9-14 7-9-14 15-0-0 7-2-2 24-4-0 9-4-0 33-4-0 9-0-0 -1-0-0 1-0-0 7-9-14 7-9-14 15-0-0 7-2-2 19-8-0 4-8-0 24-4-0 4-8-0 28-8-4 4-4-4 33-4-0 4-7-12 0-4-16-7-12-10-16-7-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [3:0-4-0,0-3-0], [10:0-4-0,0-3-4] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.94 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.44 0.11 0.18 (loc) 10-11 10-11 9 2-13 l/defl >999 >895 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 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.1 *Except* 9-10: 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 2-2-0 oc bracing. WEBS 1 Row at midpt 3-11, 7-9 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=-243(LC 10) Max Uplift 9=-669(LC 12), 2=-777(LC 12) Max Grav 9=1670(LC 18), 2=1863(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3575/1736, 3-4=-2516/1354, 4-5=-2270/1340, 5-6=-1764/1088, 6-7=-1939/1124 BOT CHORD 2-13=-1656/3351, 11-13=-1657/3343, 10-11=-1062/2162, 9-10=-767/1401 WEBS 3-13=0/314, 3-11=-1131/645, 4-11=-184/576, 5-11=-83/285, 5-10=-642/410, 6-10=-184/495, 7-10=-99/582, 7-9=-1901/1075 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 15-0-0, Exterior(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 24-4-0, Exterior(2R) 24-4-0 to 32-9-13, Interior(1) 32-9-13 to 33-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 9=669, 2=777. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss B4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23826598 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-pCpEQr6Tpmki8oX1cVCmSDb2YT5FrHeGg_Ywy?zJvKX Scale = 1:58.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 5x8 ST1.5x8 STP 5x8 3x8 3x6 3x4 2x4 3x4 2x4 3x8 5x6 3x6 4x6 6-9-14 6-9-14 13-0-0 6-2-2 19-8-0 6-8-0 26-4-0 6-8-0 33-4-0 7-0-0 -1-0-0 1-0-0 6-9-14 6-9-14 13-0-0 6-2-2 19-8-0 6-8-0 26-4-0 6-8-0 33-4-0 7-0-0 0-4-15-9-12-10-15-9-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [7:0-3-0,0-1-8], [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.85 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.32 0.10 0.20 (loc) 12 10-12 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 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 4-4-13 oc bracing. REACTIONS. (size)2=0-8-0, 8=Mechanical Max Horz 2=-204(LC 10) Max Uplift 2=-777(LC 12), 8=-669(LC 12) Max Grav 2=1589(LC 17), 8=1476(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3112/1752, 3-4=-2396/1429, 4-5=-2215/1454, 5-6=-2215/1454, 6-7=-1743/1040, 7-8=-1410/906 BOT CHORD 2-13=-1682/2871, 12-13=-1682/2871, 10-12=-1188/2138, 9-10=-831/1514 WEBS 3-13=0/272, 3-12=-829/547, 4-12=-163/485, 4-10=-99/261, 5-10=-525/448, 6-10=-532/968, 6-9=-394/366, 7-9=-831/1544 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 26-4-0, Exterior(2E) 26-4-0 to 33-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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=777, 8=669. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss B5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23826599 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-HPNcdB65a3sZmy6D9Ck?_Q7JOsPwaoWQveHTURzJvKW Scale = 1:59.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 17 18 19 20 4x6 ST1.5x8 STP 3x6 4x6 3x6 2x4 2x4 3x6 3x8 3x4 2x4 5x8 3x4 3x4 3x4 5x8 4x6 5-9-14 5-9-14 11-0-0 5-2-2 19-8-0 8-8-0 28-4-0 8-8-0 30-5-8 2-1-8 33-4-0 2-10-8 -1-0-0 1-0-0 5-9-14 5-9-14 11-0-0 5-2-2 16-9-5 5-9-5 22-6-11 5-9-5 28-4-0 5-9-5 30-5-8 2-1-8 33-4-0 2-10-8 0-4-14-0-72-11-84-11-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [14:0-4-0,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.95 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.42 0.12 0.23 (loc) 13-14 13-14 10 13-14 l/defl >999 >944 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 180 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins, except end verticals. Except: 4-2-0 oc bracing: 8-9 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-11 REACTIONS. (size)10=Mechanical, 2=0-8-0 Max Horz 2=195(LC 12) Max Uplift 10=-669(LC 12), 2=-777(LC 12) Max Grav 10=1476(LC 1), 2=1578(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3139/1853, 3-4=-2593/1570, 4-5=-2346/1538, 5-7=-2543/1597, 7-8=-1388/971, 8-9=-1561/975, 9-10=-1439/931 BOT CHORD 2-15=-1811/2854, 14-15=-1811/2854, 13-14=-1546/2649, 11-13=-1397/2325 WEBS 3-14=-626/481, 4-14=-268/617, 5-14=-509/258, 5-13=-224/287, 7-13=-179/451, 7-11=-1244/751, 8-11=-23/301, 9-11=-881/1513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 11-0-0, Exterior(2R) 11-0-0 to 16-9-5, Interior(1) 16-9-5 to 28-4-0, Exterior(2E) 28-4-0 to 33-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 10=669, 2=777. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss B6 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23826600 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-lbx_rX7jLN_QN6hPjwFEXegTSGktJA?Z7I100uzJvKV Scale = 1:58.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 4x6 ST1.5x8 STP 5x6 4x6 3x6 3x8 4x6 3x8 2x4 3x4 3x4 3x4 3x4 5x6 9-0-0 9-0-0 15-1-14 6-1-14 21-2-0 6-0-2 27-2-2 6-0-2 33-4-0 6-1-14 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 15-1-14 6-1-14 21-2-0 6-0-2 27-2-2 6-0-2 33-4-0 6-1-14 0-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [6:0-3-0,0-3-0], [10:0-3-0,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.97 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.47 0.12 0.31 (loc) 11-12 11-12 9 11-12 l/defl >999 >837 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=267(LC 12) Max Uplift 9=-677(LC 12), 2=-770(LC 12) Max Grav 9=1476(LC 1), 2=1578(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3090/1678, 3-4=-2792/1499, 4-5=-2549/1445, 5-6=-3226/1818, 6-7=-3015/1614, 7-8=-1988/1051, 8-9=-1419/824 BOT CHORD 2-14=-1726/2773, 12-14=-1818/3226, 11-12=-1631/3035, 10-11=-1051/1988 WEBS 3-14=-361/363, 4-14=-271/703, 5-14=-801/441, 6-11=-526/424, 7-11=-681/1215, 7-10=-1112/721, 8-10=-1220/2314 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 33-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) 9=677, 2=770. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss B7 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T23826601 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-h_3lFD9zt_E8dPqorLHic3lo04Y1m4nsbcW75mzJvKT Scale = 1:58.3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 5x6 ST1.5x8 STP 7x10 4x6 8x12 4x12 8x14 MT20HS6x8 7x14 MT20HS3x6 8x10 5x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 7-0-0 7-0-0 13-4-12 6-4-12 19-11-4 6-6-8 26-5-12 6-6-8 33-4-0 6-10-4 -1-0-0 1-0-0 13-4-12 13-4-12 19-11-4 6-6-8 26-5-12 6-6-8 33-4-0 6-10-4 0-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-4-6,0-1-15], [5:0-5-0,0-4-8], [8:0-6-0,0-5-12], [9:0-5-0,0-6-0], [10:0-3-8,0-2-8], [11:0-7-0,0-6-0], [12:0-3-8,0-3-12] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.48 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.77 0.13 0.54 (loc) 10-11 10-11 8 10-11 l/defl >999 >511 n/a >731 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 236 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 1-3: 2x4 SP M 31 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 7-8: 2x8 SP 2400F 2.0E, 6-8: 2x4 SP M 31 4-12,6-10,5-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS 1 Row at midpt 6-8, 4-12, 6-10 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=217(LC 25) Max Uplift 8=-1556(LC 8), 2=-1488(LC 8) Max Grav 8=3339(LC 29), 2=3078(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7034/3212, 3-4=-6349/2999, 4-5=-9362/4388, 5-6=-9273/4315, 6-7=-276/132, 7-8=-562/427 BOT CHORD 2-12=-3031/6447, 11-12=-4388/9362, 10-11=-4353/9322, 9-10=-2926/6284, 8-9=-2926/6284 WEBS 3-12=-646/1909, 6-8=-6506/3027, 4-12=-3352/1507, 6-9=0/520, 4-11=0/514, 6-10=-1504/3237, 5-10=-915/713 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=1556, 2=1488. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 425 lb down and 390 lb up at 7-0-0, and 203 lb down and 190 lb up at 33-0-6 on top chord, and 396 lb down and 158 lb up at 7-0-0, and 103 lb down at 33-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss B7 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T23826601 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:08 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-h_3lFD9zt_E8dPqorLHic3lo04Y1m4nsbcW75mzJvKT LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 2-8=-20 Concentrated Loads (lb) Vert: 3=-198(B) 7=-168(B) 8=-68(B) 12=-370(B) 13=-136(B) 14=-136(B) 15=-136(B) 17=-136(B) 18=-136(B) 20=-136(B) 21=-136(B) 22=-136(B) 23=-136(B) 24=-136(B) 25=-136(B) 26=-136(B) 27=-61(B) 28=-61(B) 29=-61(B) 30=-61(B) 31=-61(B) 32=-61(B) 33=-61(B) 34=-61(B) 35=-61(B) 36=-61(B) 37=-61(B) 38=-61(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss C1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T23826602 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-dMBVguADPcUssj_BylJAhUr6HtBdE_E92w?E9fzJvKR Scale = 1:35.2 1 2 3 4 5 6 7 11 10 9 8121314 15 16 4x6 ST1.5x8 STP ST1.5x8 STP 5x12 5x8 7x14 MT20HS8x10 4x6 3x8 3x6 3x6 3x6 HTU26 Special HTU26 HTU26 HTU26 HTU26 HTU26 7-0-12 7-0-12 10-0-0 2-11-4 12-11-4 2-11-4 16-0-8 3-1-4 20-0-0 3-11-8 -1-0-0 1-0-0 7-0-12 7-0-12 10-0-0 2-11-4 12-11-4 2-11-4 16-0-8 3-1-4 20-0-0 3-11-8 0-4-14-6-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [7:0-2-5,Edge], [8:0-4-4,0-1-8], [9:0-7-0,0-4-8], [10:0-5-0,0-4-4], [11:0-4-8,0-1-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.66 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.36 0.09 (loc) 9-10 9-10 7 l/defl >938 >647 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 223 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-7: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. REACTIONS. (size)7=0-8-0, 2=0-8-0 Max Horz 2=207(LC 7) Max Uplift 7=-3824(LC 8), 2=-2719(LC 8) Max Grav 7=8187(LC 1), 2=5618(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13119/6161, 3-4=-10356/4954, 4-5=-10339/4943, 5-6=-13118/6188, 6-7=-15708/7342 BOT CHORD 2-11=-5553/11957, 10-11=-5553/11957, 9-10=-5575/12085, 8-9=-6665/14338, 7-8=-6665/14338 WEBS 4-10=-3657/7676, 5-10=-3589/1719, 5-9=-1537/3394, 3-10=-3420/1688, 3-11=-1474/3274, 6-9=-2790/1226, 6-8=-991/2445 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=3824, 2=2719. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 20-10dx1 1/2 Truss) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 11-0-12 from the left end to 19-0-12 to connect truss(es) to front face of bottom chord. Continued on page 2 May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss C1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T23826602 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:10 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-dMBVguADPcUssj_BylJAhUr6HtBdE_E92w?E9fzJvKR NOTES- 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1456 lb down and 697 lb up at 9-0-12 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: 1-4=-70, 4-7=-70, 2-7=-20 Concentrated Loads (lb) Vert: 9=-1456(F) 11=-3229(F) 12=-1456(F) 13=-1456(F) 14=-1456(F) 15=-1456(F) 16=-1457(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss C2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23826603 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-6ZktuEBs9vciUtZNWTqPEhNM6HXCzb6IHalni5zJvKQ Scale = 1:35.8 1 2 3 4 5 6 7 10 9 8 11 12 5x6 ST1.5x8 STP ST1.5x8 STP 3x8 3x8 3x6 2x4 3x4 3x4 5x6 2x4 5-10-1 5-10-1 14-1-15 8-3-15 20-0-0 5-10-1 -1-0-0 1-0-0 5-10-1 5-10-1 9-0-0 3-1-15 11-0-0 2-0-0 14-1-15 3-1-15 20-0-0 5-10-1 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.64 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.27 0.04 0.08 (loc) 8-10 8-10 7 7-8 l/defl >999 >860 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. REACTIONS. (size)7=0-8-0, 2=0-8-0 Max Horz 2=187(LC 11) Max Uplift 7=-387(LC 12), 2=-511(LC 12) Max Grav 7=867(LC 1), 2=971(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1680/1082, 3-4=-1633/1257, 4-5=-1088/891, 5-6=-1656/1242, 6-7=-1698/1078 BOT CHORD 2-10=-899/1503, 8-10=-599/1088, 7-8=-872/1482 WEBS 3-10=-380/416, 4-10=-466/711, 5-8=-497/740, 6-8=-394/433 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 9-0-0, Exterior(2E) 9-0-0 to 19-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=387, 2=511. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss C3 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23826604 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-alIF5aCUwDkZ518Z4AMemvwUxhrai1_SWEULEXzJvKP Scale = 1:36.4 1 2 3 4 5 8 7 6 9 10 11 12 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 3x6 4x6 2x4 3x4 Special NAILED NAILED Special Special NAILED NAILED Special 7-0-0 7-0-0 13-0-0 6-0-0 20-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 13-0-0 6-0-0 20-0-0 7-0-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [3:0-5-4,0-2-4], [4:0-5-0,0-2-4], [5:0-0-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.76 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.24 0.09 (loc) 5-6 6-8 5 l/defl >999 >951 n/a L/d 240 240 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=150(LC 7) Max Uplift 5=-801(LC 8), 2=-924(LC 8) Max Grav 5=1694(LC 30), 2=1797(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3555/1691, 3-4=-3255/1642, 4-5=-3574/1706 BOT CHORD 2-8=-1443/3254, 6-8=-1446/3285, 5-6=-1460/3170 WEBS 3-8=-56/714, 4-6=-68/717 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=801, 2=924. 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) 425 lb down and 390 lb up at 7-0-0, and 425 lb down and 390 lb up at 13-0-0 on top chord, and 396 lb down and 158 lb up at 7-0-0, and 396 lb down and 158 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-198(B) 4=-198(B) 8=-370(B) 6=-370(B) 9=-136(B) 10=-136(B) 11=-61(B) 12=-61(B) May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss CJ1 Truss Type Corner Jack Qty 10 Ply 1 Job Reference (optional) T23826605 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-2xseJwC6hXsQjAjlduttJ6SoF5MWRYVbkuEum_zJvKO 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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=65(LC 12) Max Uplift 3=-16(LC 1), 2=-170(LC 12) Max Grav 3=35(LC 12), 2=171(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=170. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss CJ2 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T23826606 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-W8Q0WGDkSq_HLKIyBbO6sK?zAVilA?llzYzSIQzJvKN Scale = 1:6.5 1 2 3 4 3x4 ST1.5x8 STP -1-0-0 1-0-0 1-0-0 1-0-0 0-4-10-9-10-8-30-4-100-0-135.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-2-4,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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 2-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=61(LC 12) Max Uplift 3=-16(LC 1), 2=-161(LC 12) Max Grav 3=27(LC 12), 2=170(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=161. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss CJ3 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T23826607 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-_K_OjcEMD868yUt8lJvLOXY7Xu1xvS?uCCj?rszJvKM 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)-- [2:0-1-2,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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=114(LC 12) Max Uplift 3=-51(LC 12), 2=-183(LC 12) Max Grav 3=82(LC 17), 2=247(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=183. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss CJ4 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T23826608 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-_K_OjcEMD868yUt8lJvLOXY7eu1wvS?uCCj?rszJvKM Scale = 1:10.8 1 2 3 4 5x6 ST1.5x8 STP -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-11-1-31-2-100-5-135.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-3,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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=112(LC 12) Max Uplift 3=-53(LC 12), 2=-180(LC 12) Max Grav 3=83(LC 17), 2=246(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=180. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss CJ5 Truss Type Corner Jack Qty 5 Ply 1 Job Reference (optional) T23826609 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-SWYmxyF__RE?aeRKJ0Qaxl4BNIKHevF1RsSYNJzJvKL 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)-- [2:0-8-0,0-0-10] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.68 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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=164(LC 12) Max Uplift 3=-126(LC 12), 2=-198(LC 12) Max Grav 3=176(LC 17), 2=331(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=126, 2=198. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss CJ6 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T23826610 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-OvfXMdGFW3VjqybjQRT209AXg6?k6pkKuAxfRBzJvKJ Scale = 1:16.5 1 2 3 4 5x6 ST1.5x8 STP -1-0-0 1-0-0 5-0-0 5-0-0 0-4-12-5-11-6-32-0-100-10-135.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-3,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.70 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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=162(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=176(LC 17), 2=331(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=128, 2=196. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss CJ51 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T23826611 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-wi688IGcllNsCo0XskxpTydKLigWNMVBfWC6vlzJvKK Scale = 1:15.8 1 2 3 2x4 ST1.5x8 STP 5-0-0 5-0-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.80 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 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)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=127(LC 12) Max Uplift 1=-65(LC 12), 2=-145(LC 12) Max Grav 1=219(LC 17), 2=191(LC 17), 3=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 2=145. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss D1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T23826612 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-t5DvZzHtHMdaR5Av_8_HZNihIWF0r3HU7qhC_dzJvKI Scale = 1:27.9 1 2 3 4 5 6 9 8 710 11 12 10x12 ST1.5x8 STP ST1.5x8 STP 8x10 5x12 5x8 2x4 7x10 3x6 4x12 HGUS26-3 HHUS26-2 HTU26 HTU26 HTU26 4-5-0 4-5-0 7-2-0 2-9-0 10-9-0 3-7-0 15-2-0 4-5-0 -1-0-0 1-0-0 4-5-0 4-5-0 7-2-0 2-9-0 10-9-0 3-7-0 15-2-0 4-5-0 0-4-12-2-20-4-12-2-25.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [3:0-10-0,0-3-4], [5:0-4-0,0-6-0], [6:0-1-2,Edge], [8:0-4-8,0-5-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.64 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.27 0.06 (loc) 7-8 7-8 6 l/defl >914 >639 n/a L/d 240 240 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x8 SP 2400F 2.0E, 5-6: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=95(LC 24) Max Uplift 6=-3623(LC 8), 2=-2271(LC 8) Max Grav 6=7654(LC 1), 2=4513(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10619/5145, 3-4=-15923/7807, 4-5=-15929/7810, 5-6=-15482/7384 BOT CHORD 2-9=-4678/9733, 8-9=-4691/9748, 7-8=-6976/14726, 6-7=-6797/14326 WEBS 3-8=-3598/7345, 4-8=-334/564, 5-8=-872/1570, 5-7=-2055/4604 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, 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=3623, 2=2271. 10) Use Simpson Strong-Tie HGUS26-3 (20-16d Girder, 8-16d Truss) or equivalent at 7-2-4 from the left end to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie HHUS26-2 (14-10d Girder, 4-10d Truss) or equivalent at 8-9-8 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 10-8-12 from the left end to 13-8-12 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber.Continued on page 2 May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss D1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T23826612 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:19 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-t5DvZzHtHMdaR5Av_8_HZNihIWF0r3HU7qhC_dzJvKI LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 2-6=-20 Concentrated Loads (lb) Vert: 8=-3838(B) 7=-1730(B) 10=-1730(B) 11=-1736(B) 12=-1730(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss D2 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23826613 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-LHnHnJIV2glR3Fl6YsVW5aFw?vf?afNdLUQmW4zJvKH Scale = 1:28.3 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x4 3x4 2x4 3x8 2x4 2x4 Special NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED Special 3-0-0 3-0-0 7-7-0 4-7-0 12-2-0 4-7-0 15-2-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 7-7-0 4-7-0 12-2-0 4-7-0 15-2-0 3-0-0 16-2-0 1-0-0 0-4-11-7-10-4-11-7-15.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-5-12,0-2-8], [5:0-5-12,0-2-8], [6:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.40 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.15 0.03 0.10 (loc) 9 9 6 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 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 3-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-79(LC 23) Max Uplift 2=-424(LC 8), 6=-424(LC 8) Max Grav 2=858(LC 29), 6=858(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1485/540, 3-4=-2146/889, 4-5=-2146/889, 5-6=-1484/540 BOT CHORD 2-10=-455/1335, 9-10=-450/1346, 8-9=-435/1340, 6-8=-441/1328 WEBS 3-9=-412/867, 4-9=-375/279, 5-9=-413/869 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=424, 6=424. 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) 262 lb down and 178 lb up at 3-0-0, and 262 lb down and 178 lb up at 12-2-0 on top chord, and 40 lb down at 3-0-0, and 40 lb down at 12-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 Concentrated Loads (lb) Vert: 3=-2(F) 5=-2(F) 10=-16(F) 8=-16(F) 15=-6(F) 16=-6(F) 17=-6(F) 18=-6(F) May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss EJ3 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T23826614 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-pULf_fJ7p_tIhPKI5Z0leoo80J4LJAUna8AJ2WzJvKG 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)-- [2:0-1-2,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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=114(LC 12) Max Uplift 3=-51(LC 12), 2=-183(LC 12) Max Grav 3=82(LC 17), 2=247(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=183. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss EJ7 Truss Type Jack-Open Qty 31 Ply 1 Job Reference (optional) T23826615 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Hgv1B?JlaH?9IZvUfHX_A?K9HjGM2dkwpovtayzJvKF Scale = 1:21.1 1 2 5 3 44x6 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)-- [2:0-0-14,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.20 -0.00 0.16 (loc) 2-4 2-4 3 2-4 l/defl >998 >397 n/a >500 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-13 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=215(LC 12) Max Uplift 3=-170(LC 12), 2=-223(LC 12) Max Grav 3=243(LC 17), 2=423(LC 17), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=170, 2=223. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss EJ71 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T23826616 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-lsTQPLKNLb7?wjUhD_2DjDtKl7fVn1j32SfQ7PzJvKE Scale = 1:21.5 1 2 3 6 7 4 5 4x6 ST1.5x8 STP 3x8 3x6 3-8-2 3-8-2 6-5-0 2-8-14 7-0-0 0-7-0 -1-0-0 1-0-0 6-5-0 6-5-0 7-0-0 0-7-0 0-4-13-0-22-8-103-0-25.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.54 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.22 -0.02 0.21 (loc) 2-6 2-6 4 2-6 l/defl >999 >369 n/a >376 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.3 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=202(LC 12) Max Uplift 4=-98(LC 17), 2=-228(LC 12), 5=-271(LC 12) Max Grav 4=116(LC 12), 2=424(LC 17), 5=417(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-415/705 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 6-5-0, Exterior(2E) 6-5-0 to 6-11-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 4 except (jt=lb) 2=228, 5=271. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss EJ72 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T23826617 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-D31ochL?6vFsYt3tniZSGQQW0X?6WXDDG6OzfrzJvKD Scale = 1:19.8 1 2 5 3 4 5x8 ST1.5x8 STP -1-0-0 1-0-0 7-0-0 7-0-0 0-4-13-3-11-11-32-10-101-3-135.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-7-15,0-0-14] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.00 0.07 (loc) 2-4 2-4 3 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=215(LC 12) Max Uplift 3=-161(LC 12), 2=-223(LC 12) Max Grav 3=221(LC 17), 2=423(LC 17), 4=141(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=161, 2=223. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss HJ3 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T23826618 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-hFbAq1MesCNj90d3KP5hoeyn?wQWFzTMVl8XBHzJvKC 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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=112(LC 24) Max Uplift 3=-83(LC 8), 2=-278(LC 8) Max Grav 3=102(LC 28), 2=286(LC 28), 4=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=278. 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: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=98(F=49, B=49) May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss HJ7 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) T23826619 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-9R8Y1NNGdWVanACFu7cwLrVxiKhW_KoWkPt4kjzJvKB 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 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.46 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.01 -0.04 (loc) 6-7 6-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 5-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=213(LC 24) Max Uplift 4=-134(LC 8), 2=-391(LC 8), 6=-142(LC 8) Max Grav 4=168(LC 28), 2=574(LC 28), 6=376(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1040/352 BOT CHORD 2-7=-462/920, 6-7=-462/920 WEBS 3-7=0/260, 3-6=-975/490 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=134, 2=391, 6=142. 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) May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss HJ71 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T23826620 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-eeiwFiNuOqdRPKnSSq79t325xk24jrGfy3deGAzJvKA Scale = 1:21.7 1 2 3 4 8 7 6 9 10 5 11 12 13 4x6 2x4 2x4 4x6 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-3-1 5-3-1 9-10-1 4-7-0 -1-5-0 1-5-0 5-3-1 5-3-1 7-7-6 2-4-6 9-10-1 2-2-10 0-4-13-2-130-4-12-10-121-10-141-3-153.54 12 1.77 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-6], [7:Edge,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.44 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.01 0.11 (loc) 8 8 7 8 l/defl >999 >729 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 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 5-1-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-9-13, 7=Mechanical Max Horz 2=213(LC 8) Max Uplift 5=-108(LC 24), 2=-390(LC 8), 7=-249(LC 8) Max Grav 5=29(LC 13), 2=563(LC 28), 7=555(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1020/406, 3-4=-895/449 BOT CHORD 2-8=-504/897, 7-8=-516/915 WEBS 4-7=-935/527 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=108, 2=390, 7=249. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 4=-95(F=-47, B=-47) 9=98(F=49, B=49) 13=-36(F=-18, B=-18) May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss V1 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T23826621 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-6qGJS2OW97lI0UMe0XeOQGaOI8UkSKDpBjMBoczJvK9 Scale = 1:6.9 1 2 3 2x4 2-0-0 2-0-0 0-0-40-10-05.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-6, 2=1-11-6, 3=1-11-6 Max Horz 1=32(LC 12) Max Uplift 1=-18(LC 12), 2=-38(LC 12) Max Grav 1=60(LC 17), 2=51(LC 17), 3=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss V2 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T23826622 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-a0qhfOP8wRt9eexqZF9dzU7UiYoSBnTyQN6kK2zJvK8 Scale = 1:11.1 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-41-8-05.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-6, 3=3-11-6 Max Horz 1=79(LC 12) Max Uplift 1=-46(LC 12), 3=-79(LC 12) Max Grav 1=148(LC 17), 3=159(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss V3 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23826623 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-2DO3tkQmhl?0GoW17ygsVhgW0x10wEj5f1rItVzJvK7 Scale = 1:16.5 1 2 3 2x4 2x4 2x4 6-0-0 6-0-0 0-0-42-6-05.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.93 0.55 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: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-11-6, 3=5-11-6 Max Horz 1=129(LC 12) Max Uplift 1=-76(LC 12), 3=-130(LC 12) Max Grav 1=244(LC 17), 3=261(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-240/382 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=130. May 5,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2775605-SYNERGY-FY839 Truss V4 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23826624 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 4 10:38:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-2DO3tkQmhl?0GoW17ygsVhgbAx4DwEj5f1rItVzJvK7 Scale = 1:14.4 1 2 3 2x4 2x4 2x4 5-0-3 5-0-3 0-0-42-1-15.00 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.60 0.35 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: 16 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 5-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-11-9, 3=4-11-9 Max Horz 1=104(LC 12) Max Uplift 1=-61(LC 12), 3=-105(LC 12) Max Grav 1=197(LC 17), 3=210(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-198/317 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=105. May 5,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths