Loading...
HomeMy WebLinkAboutAPPROVED, TRUSSCUT6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2963705-SYNERGY-5210SUN - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 82 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: 5210SUN Customer Info: Synergy Homes, LLC. Project Name: 5210SUN Model: . Subdivision: GRASSO RES Address: 5210 SUNSET BLVD, . State: FLCity: Fort Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: November 1,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T25831345 A1 Date 11/1/212T25831346A211/1/213T25831347A311/1/214T25831348A411/1/215T25831349A511/1/216T25831350A611/1/217T25831351A711/1/218T25831352A811/1/219T25831353A911/1/2110T25831354A1011/1/2111T25831355A1111/1/2112T25831356A1211/1/2113T25831357A1311/1/2114T25831358B111/1/2115T25831359B211/1/2116T25831360B311/1/2117T25831361B411/1/2118T25831362B511/1/2119T25831363B611/1/2120T25831364B711/1/2121T25831365B811/1/2122T25831366B911/1/21 No.Seal#Truss Name 23 T25831367 B10 Date 11/1/2124T25831368B1111/1/2125T25831369B1211/1/2126T25831370C111/1/2127T25831371C211/1/2128T25831372C311/1/2129T25831373C411/1/2130T25831374C511/1/2131T25831375C611/1/2132T25831376C711/1/2133T25831377CJ111/1/2134T25831378CJ311/1/2135T25831379CJ511/1/2136T25831380CJ3111/1/2137T25831381D111/1/2138T25831382D211/1/2139T25831383D311/1/2140T25831384D411/1/2141T25831385D511/1/2142T25831386D611/1/2143T25831387EJ311/1/2144T25831388EJ411/1/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2963705-SYNERGY-5210SUN - 2 of 2 Site Information: Lot/Block: 5210SUN Customer Info: Synergy Homes, LLC. Project Name: 5210SUN Model: . Subdivision: GRASSO RES Address: 5210 SUNSET BLVD, . State: FLCity: Fort Pierce No.Seal#Truss Name 45 T25831389 EJ4A Date 11/1/2146T25831390EJ511/1/2147T25831391EJ611/1/2148T25831392EJ711/1/2149T25831393EJ4111/1/2150T25831394EJ4211/1/2151T25831395EJ4311/1/2152T25831396EJ7111/1/2153T25831397G11/1/2154T25831398G111/1/2155T25831399G211/1/2156T25831400G311/1/2157T25831401G411/1/2158T25831402GGR11/1/2159T25831403HJ311/1/2160T25831404HJ411/1/2161T25831405HJ511/1/2162T25831406HJ711/1/2163T25831407HJ3111/1/2164T25831408K111/1/2165T25831409K211/1/2166T25831410K311/1/2167T25831411K411/1/2168T25831412K511/1/2169T25831413KGR11/1/2170T25831414L111/1/2171T25831415L211/1/2172T25831416L311/1/2173T25831417LGR11/1/2174T25831418V111/1/2175T25831419V211/1/2176T25831420V311/1/2177T25831421V411/1/2178T25831422V511/1/2179T25831423V611/1/2180T25831424V711/1/2181T25831425V811/1/2182T25831426V911/1/21 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 2963705-SYNERGY-5210~N Truss A1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25831345 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:18 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-lHY0Weu0lfP?dRPDReGJa5Y3ntcPJn?A7ql4dyyNohd Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 21 19 20 22 23 24 25 26 27 28 29 30 3x6 ST1.5x8 STP 5x6 5x8 5x6 5x12 4x6 5x6 3x4 2x4 3x4 3x4 3x8 2x4 4x4 4x4 5x6 2x4 2x4 4x6 2x4 6x8 7-3-7 7-3-7 14-0-4 6-8-12 20-9-0 6-8-12 26-6-13 5-9-13 33-7-12 7-1-0 40-10-0 7-2-4 41-4-0 0-6-0 -1-0-0 1-0-0 7-3-7 7-3-7 14-0-4 6-8-12 20-9-0 6-8-12 26-6-13 5-9-13 33-7-12 7-1-0 40-2-0 6-6-4 40-10-0 0-8-0 41-4-0 0-6-0 0-4-86-7-36-4-69-0-46-1-52-4-06-7-35.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-2-8], [9:0-3-0,0-2-4], [21:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.91 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.56 0.20 0.32 (loc) 15-17 15-17 22 15-17 l/defl >999 >871 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 262 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-10: 2x6 SP No.2, 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 14-16: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. WEBS 1 Row at midpt 5-15, 6-15, 7-15, 7-12, 8-19 JOINTS 1 Brace at Jt(s): 19 REACTIONS. (size)2=0-8-0, 22=0-6-0 Max Horz 2=399(LC 12) Max Uplift 2=-916(LC 12), 22=-831(LC 12) Max Grav 2=2318(LC 17), 22=2061(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4682/1993, 3-5=-3794/1769, 5-6=-2832/1465, 6-7=-2855/1500, 7-8=-2133/1098, 11-21=-902/1930, 10-21=-1095/2114 BOT CHORD 2-18=-2153/4384, 17-18=-2153/4384, 15-17=-1785/3553, 13-15=-1603/3228, 12-13=-1602/3234, 11-12=-1079/2136 WEBS 3-18=0/293, 3-17=-916/452, 5-17=-118/648, 5-15=-1268/665, 6-15=-724/1755, 7-15=-1064/485, 7-13=0/330, 7-12=-1470/700, 8-12=-381/1275, 8-19=-2594/1280, 11-19=-2708/1387, 9-20=-255/252, 10-22=-2080/1106 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 20-9-0, Exterior(2E) 20-9-0 to 26-6-13, Interior(1) 26-6-13 to 40-2-0, Exterior(2E) 40-2-0 to 40-7-0 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 916 lb uplift at joint 2 and 831 lb uplift at joint 22. November 1,2021 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 2963705-SYNERGY-5210~N Truss A2 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831346 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:28 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-SC9oc30HOkgaqzA80kRfzCzrMv1xfLpfROAb_NyNohT Scale = 1:83.6 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 25 24 26 27 28 29 30 31 32 4x8 ST1.5x8 STP 5x6 5x12 5x12 3x6 2x4 3x6 6x8 7x8 2x4 2x4 5x8 4x6 4x8 3x4 4x4 2x4 4x4 3x4 5x6 2x4 4x6 6x8 2x4 6x8 2-4-06-2-48-11-0 3-0-0 3-0-0 8-1-0 5-1-0 13-2-0 5-1-0 16-1-12 2-11-12 25-2-8 9-0-12 28-6-13 3-4-5 34-7-12 6-1-0 40-10-0 6-2-4 41-4-0 0-6-0 3-0-0 3-0-0 8-1-0 5-1-0 13-2-0 5-1-0 16-1-12 2-11-12 20-9-0 4-7-4 25-2-8 4-5-8 28-6-13 3-4-5 34-7-12 6-1-0 40-10-0 6-2-4 41-4-0 0-6-0 0-4-85-9-39-0-45-9-31-5-81-0-05.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [6:0-4-0,Edge], [12:0-5-4,0-3-0], [20:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.84 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.57 0.24 0.31 (loc) 18-19 17-18 26 20 l/defl >999 >860 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 613 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x6 SP No.2, 1-4: 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP No.2 *Except* 2-20: 2x6 SP M 26, 5-19: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 12-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 12-25: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. JOINTS 1 Brace at Jt(s): 24 REACTIONS. (size)1=0-8-0, 26=0-6-0 Max Horz 1=329(LC 12) Max Uplift 1=-547(LC 12), 26=-572(LC 12) Max Grav 1=2348(LC 18), 26=2153(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-882/0, 2-3=-7690/2224, 3-5=-5481/1435, 5-7=-5419/1499, 7-8=-803/410, 8-9=-819/414, 9-10=-4199/986, 10-11=-2359/718, 13-25=-569/2005, 12-25=-569/2005 BOT CHORD 2-21=-2374/7499, 20-21=-2374/7499, 19-20=-428/113, 18-19=-257/422, 17-18=-876/3869, 15-17=-1071/3888, 14-15=-1075/3877, 13-14=-718/2359 WEBS 18-20=-674/3655, 7-20=-1162/2649, 7-18=-709/863, 9-17=-2/1173, 10-17=-671/466, 10-15=-409/129, 10-14=-2028/477, 11-14=-204/1482, 11-13=-2851/850, 3-21=-134/666, 3-20=-2623/1092, 7-24=-3134/672, 9-24=-3134/672, 8-24=-11/275, 12-26=-2184/712 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 20-9-0, Exterior(2R) 20-9-0 to 26-9-0, Interior(1) 26-9-0 to 40-7-0 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 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) 400.0lb AC unit load placed on the bottom chord, 20-9-0 from left end, supported at two points, 2-0-0 apart. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 November 1,2021 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 2963705-SYNERGY-5210~N Truss A2 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831346 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:28 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-SC9oc30HOkgaqzA80kRfzCzrMv1xfLpfROAb_NyNohT NOTES- 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) Ceiling dead load (5.0 psf) on member(s). 7-24, 9-24 11) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 17-18 12) Bearing at joint(s) 1, 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 547 lb uplift at joint 1 and 572 lb uplift at joint 26. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 2963705-SYNERGY-5210~N Truss A3 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831347 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:30 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-OaHY1l2XwLwI3HKX89U73d2Bjij47Gwxuifi2GyNohR Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 26 24 25 27 28 29 30 31 32 4x8 ST1.5x8 STP 5x6 5x12 5x8 3x6 3x6 6x8 7x8 4x8 4x6 4x6 4x8 3x4 4x4 4x4 3x4 5x6 6x8 6x8 8-11-0 3-0-0 3-0-0 8-1-0 5-1-0 13-2-0 5-1-0 16-1-12 2-11-12 25-2-8 9-0-12 30-6-13 5-4-5 35-7-12 5-1-0 40-10-0 5-2-4 41-4-0 0-6-0 3-0-0 3-0-0 8-1-0 5-1-0 13-2-0 5-1-0 16-1-12 2-11-12 20-9-0 4-7-4 25-2-8 4-5-8 30-6-13 5-4-5 35-7-12 5-1-0 40-10-0 5-2-4 41-4-0 0-6-0 0-4-84-11-39-0-44-11-32-4-01-5-81-0-05.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [6:0-4-0,Edge], [12:0-2-12,0-2-12], [20:0-2-12,0-3-8], [26:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.86 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.59 0.23 0.30 (loc) 18-19 17-18 27 20 l/defl >999 >822 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 602 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x6 SP No.2, 1-4: 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP No.2 *Except* 2-20: 2x6 SP M 26, 5-19: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 12-26: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. JOINTS 1 Brace at Jt(s): 24, 25 REACTIONS. (size)1=0-8-0, 27=0-6-0 Max Horz 1=-306(LC 10) Max Uplift 1=-553(LC 12), 27=-553(LC 12) Max Grav 1=2337(LC 18), 27=2152(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-901/46, 2-3=-7655/2222, 3-5=-5453/1440, 5-7=-5404/1500, 7-8=-782/393, 8-9=-815/402, 9-10=-4190/990, 10-11=-2375/720, 11-12=-313/106, 13-26=-578/2021, 12-26=-572/2032 BOT CHORD 2-21=-2317/7479, 20-21=-2317/7479, 19-20=-459/147, 18-19=-238/415, 17-18=-846/3843, 15-17=-1161/3986, 14-15=-1164/3987, 13-14=-720/2375 WEBS 3-21=-129/664, 3-20=-2614/1083, 18-20=-665/3636, 7-20=-1123/2688, 7-18=-714/831, 9-17=0/1115, 10-17=-709/471, 10-15=-268/161, 10-14=-2220/597, 11-14=-279/1562, 11-24=-2821/843, 13-24=-2876/851, 7-25=-3102/717, 9-25=-3102/717, 8-25=-14/273, 12-27=-2204/700 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 20-9-0, Exterior(2R) 20-9-0 to 26-9-0, Interior(1) 26-9-0 to 40-7-0 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 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) 400.0lb AC unit load placed on the bottom chord, 20-9-0 from left end, supported at two points, 2-0-0 apart. 7) Provide adequate drainage to prevent water ponding. Continued on page 2 November 1,2021 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 2963705-SYNERGY-5210~N Truss A3 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831347 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:30 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-OaHY1l2XwLwI3HKX89U73d2Bjij47Gwxuifi2GyNohR NOTES- 8) All plates are 2x4 MT20 unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Ceiling dead load (5.0 psf) on member(s). 24-26, 7-25, 9-25 12) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 17-18 13) Bearing at joint(s) 1, 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 553 lb uplift at joint 1 and 553 lb uplift at joint 27. 15) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 2963705-SYNERGY-5210~N Truss A4 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831348 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:32 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-LzOJSR3oSzA0IaUvFaWb827WYWPDbAQEM08p78yNohP Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 25 24 23 26 27 28 29 30 31 4x8 ST1.5x8 STP 5x6 5x6 5x8 3x6 2x4 3x6 6x8 7x8 2x4 2x4 6x8 4x6 2x4 4x6 4x8 3x4 4x4 4x4 3x4 5x6 2x4 6x8 2x4 2x4 6x8 6-2-48-11-0 3-0-0 3-0-0 8-1-0 5-1-0 13-2-0 5-1-0 16-1-12 2-11-12 25-2-8 9-0-12 32-6-13 7-4-5 40-10-0 8-3-3 41-4-0 0-6-0 3-0-0 3-0-0 8-1-0 5-1-0 13-2-0 5-1-0 16-1-12 2-11-12 20-9-0 4-7-4 25-2-8 4-5-8 32-6-13 7-4-5 36-7-12 4-1-0 40-10-0 4-2-4 41-4-0 0-6-0 0-4-84-1-39-0-44-1-32-4-01-5-81-0-05.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [6:0-4-0,Edge], [12:0-2-12,0-2-12], [19:0-2-12,0-3-8], [25:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.88 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.62 0.20 -0.31 (loc) 17-18 16-17 26 17-18 l/defl >999 >791 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 576 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x6 SP No.2, 1-4: 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP No.2 *Except* 2-19: 2x6 SP M 26, 5-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 12-25: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. JOINTS 1 Brace at Jt(s): 23, 24 REACTIONS. (size)1=0-8-0, 26=0-6-0 Max Horz 1=-323(LC 10) Max Uplift 1=-558(LC 12), 26=-547(LC 12) Max Grav 1=2328(LC 18), 26=2156(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-919/97, 2-3=-7625/2217, 3-5=-5428/1443, 5-7=-5386/1497, 7-8=-741/357, 8-9=-803/374, 9-10=-4187/995, 10-11=-4168/1224, 11-12=-477/149, 13-25=-592/2046, 12-25=-586/2057 BOT CHORD 2-20=-2259/7464, 19-20=-2259/7464, 18-19=-501/180, 5-19=-260/180, 17-18=-224/420, 16-17=-821/3824, 14-16=-1241/4230, 13-14=-771/2379 WEBS 3-20=-124/664, 3-19=-2608/1076, 17-19=-658/3614, 7-19=-1067/2712, 7-17=-712/786, 9-16=0/1053, 10-16=-818/514, 10-14=-1697/466, 11-14=-624/2461, 11-24=-2711/892, 13-24=-2909/952, 7-23=-3094/784, 9-23=-3094/784, 8-23=-19/273, 24-25=-90/262, 12-26=-2269/715 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 20-9-0, Exterior(2R) 20-9-0 to 26-9-0, Interior(1) 26-9-0 to 40-7-0 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 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) 400.0lb AC unit load placed on the bottom chord, 20-9-0 from left end, supported at two points, 2-0-0 apart. 7) Provide adequate drainage to prevent water ponding. Continued on page 2 November 1,2021 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 2963705-SYNERGY-5210~N Truss A4 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831348 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:32 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-LzOJSR3oSzA0IaUvFaWb827WYWPDbAQEM08p78yNohP NOTES- 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) Ceiling dead load (5.0 psf) on member(s). 7-23, 9-23, 24-25 11) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 12) Bearing at joint(s) 1, 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 558 lb uplift at joint 1 and 547 lb uplift at joint 26. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 2963705-SYNERGY-5210~N Truss A5 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831349 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:33 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-p9yhfn4QDGIswk36pH1qgFgcrwqNKdrOaftMfbyNohO Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 25 24 23 26 27 28 29 30 31 4x8 ST1.5x8 STP 5x6 5x12 6x8 3x6 2x4 3x6 6x8 7x8 2x4 2x4 4x8 4x6 2x4 4x4 4x8 3x4 4x4 3x4 4x4 5x6 2x4 6x8 2x4 3x6 8-11-0 6-2-43-0-0 3-0-0 8-1-0 5-1-0 13-2-0 5-1-0 16-1-12 2-11-12 25-2-8 9-0-12 34-6-13 9-4-5 40-10-0 6-3-3 41-4-0 0-6-0 3-0-0 3-0-0 8-1-0 5-1-0 13-2-0 5-1-0 16-1-12 2-11-12 20-9-0 4-7-4 25-2-8 4-5-8 29-10-10 4-8-2 34-6-13 4-8-2 40-10-0 6-3-3 41-4-0 0-6-0 0-4-83-3-39-0-43-3-32-4-01-5-81-0-05.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [6:0-4-0,Edge], [12:0-2-12,0-3-0], [19:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.50 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.57 0.20 0.29 (loc) 17-18 16-17 26 19 l/defl >999 >859 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 576 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x6 SP No.2, 1-4: 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP M 26 *Except* 5-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 12-25: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 11-13 JOINTS 1 Brace at Jt(s): 23 REACTIONS. (size)1=0-8-0, 26=0-6-0 Max Horz 1=-341(LC 10) Max Uplift 1=-561(LC 12), 26=-532(LC 12) Max Grav 1=2322(LC 18), 26=2202(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-937/147, 2-3=-7614/2201, 3-5=-5411/1442, 5-7=-5357/1501, 7-8=-797/410, 8-9=-811/411, 9-10=-4122/1033, 10-11=-4821/1470, 11-12=-595/197, 13-25=-515/2003, 12-25=-502/2024 BOT CHORD 2-20=-2190/7468, 19-20=-2190/7468, 18-19=-498/216, 17-18=-217/462, 16-17=-767/3814, 14-16=-1045/4016, 13-14=-1277/4374 WEBS 3-20=-121/666, 3-19=-2616/1057, 17-19=-602/3555, 7-19=-1068/2722, 7-17=-762/798, 9-16=-15/1114, 10-16=-647/451, 10-14=-359/646, 11-14=-367/303, 11-24=-4203/1207, 13-24=-4336/1235, 7-23=-3049/729, 9-23=-3049/729, 8-23=-15/269, 12-26=-2749/871 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 20-9-0, Exterior(2R) 20-9-0 to 26-9-0, Interior(1) 26-9-0 to 40-7-0 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 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) 400.0lb AC unit load placed on the bottom chord, 20-9-0 from left end, supported at two points, 2-0-0 apart. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 November 1,2021 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 2963705-SYNERGY-5210~N Truss A5 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831349 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:33 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-p9yhfn4QDGIswk36pH1qgFgcrwqNKdrOaftMfbyNohO NOTES- 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) Ceiling dead load (5.0 psf) on member(s). 7-23, 9-23, 24-25 11) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 12) Bearing at joint(s) 1, 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 561 lb uplift at joint 1 and 532 lb uplift at joint 26. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 2963705-SYNERGY-5210~N Truss A6 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831350 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:35 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-lY4R4S6gluYa92CUxi3Imgl3LjVBoXah2zMTkTyNohM Scale = 1:71.7 1 24 2 3 25 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 132120 22 23 26 27 28 29 30 31 4x8 5x6 5x6 3x6 4x12 8x12 7x8 2x4 2x4 5x8 4x4 2x4 4x4 4x8 3x4 4x4 3x4 2x4 2x4 2x4 4x8 4x6 6-2-48-11-0 3-0-0 3-0-0 8-1-0 5-1-0 13-2-0 5-1-0 16-1-12 2-11-12 25-2-8 9-0-12 33-0-14 7-10-6 41-0-0 7-11-2 3-0-0 3-0-0 8-1-0 5-1-0 13-2-0 5-1-0 16-1-12 2-11-12 20-0-0 3-10-4 21-6-0 1-6-0 25-2-8 3-8-8 33-0-14 7-10-6 41-0-0 7-11-2 0-4-88-8-80-7-01-5-81-0-01-0-08-8-85.00 12 Plate Offsets (X,Y)-- [1:0-5-15,0-0-0], [2:0-0-12,1-1-8], [2:0-10-10,Edge], [4:0-4-0,Edge], [7:0-3-0,0-2-4], [8:0-3-0,0-2-4], [18:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.54 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.58 0.24 0.28 (loc) 16-17 18 12 2-19 l/defl >999 >843 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 553 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* 5-17: 2x4 SP No.3, 1-20,2-21: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x6 SP M 26 LBR SCAB 1-4 2x6 SP M 26 one side BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. JOINTS 1 Brace at Jt(s): 22 REACTIONS. (size)1=Mechanical, 12=0-4-0 Max Horz 1=-389(LC 10) Max Uplift 1=-564(LC 12), 12=-563(LC 12) Max Grav 1=2301(LC 18), 12=2297(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1236/383, 2-3=-7305/1999, 3-5=-5259/1368, 5-6=-5213/1457, 6-7=-810/369, 7-8=-734/386, 8-9=-853/387, 9-11=-4089/990, 11-12=-4890/1420 BOT CHORD 2-19=-1767/7133, 18-19=-1767/7133, 17-18=-508/250, 5-18=-265/231, 16-17=-186/497, 15-16=-538/3776, 13-15=-1171/4344, 12-13=-1171/4344 WEBS 3-19=-123/748, 3-18=-2362/913, 16-18=-414/3478, 6-18=-941/2640, 6-16=-776/641, 9-15=0/1028, 11-15=-913/697, 11-13=-84/269, 6-22=-3030/743, 22-23=-3011/742, 9-23=-3024/744, 8-23=-58/270 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) na 4) Unbalanced roof live loads have been considered for this design. 5) 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) 0-4-4 to 6-4-4, Interior(1) 6-4-4 to 20-0-0, Exterior(2E) 20-0-0 to 21-6-0, Exterior(2R) 21-6-0 to 29-11-13, Interior(1) 29-11-13 to 40-10-0 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 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) 400.0lb AC unit load placed on the bottom chord, 20-9-0 from left end, supported at two points, 2-0-0 apart. 8) Provide adequate drainage to prevent water ponding. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 APPLY 2 X 6 SP M 26 SCAB TO EACH FACE OF TRUSS ATTACH WITH 3 ROWS OF 10d (0.131" X 3") NAILS SPACED @ 8" O.C. STAGGERED FROM EACH FACE. USE 2" MEMBER END DISTANCE. 3 PLY HANGER November 1,2021 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 2963705-SYNERGY-5210~N Truss A6 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831350 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:35 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-lY4R4S6gluYa92CUxi3Imgl3LjVBoXah2zMTkTyNohM NOTES- 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Ceiling dead load (5.0 psf) on member(s). 6-22, 22-23, 9-23 12) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 13) Refer to girder(s) for truss to truss connections. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 564 lb uplift at joint 1 and 563 lb uplift at joint 12. 15) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 2963705-SYNERGY-5210~N Truss A7 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831351 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:37 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-hxCCV87wGVoIPMMt276mr5qPpX6IGRrzVHraoMyNohK Scale = 1:71.7 1 24 2 3 25 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 26 27 28 29 30 4x8 5x6 5x6 3x6 4x8 4x12 8x12 7x8 2x4 2x4 5x8 4x4 2x4 4x4 4x8 3x4 4x4 3x4 2x4 4x6 2x4 2x4 6-2-48-11-0 2-8-5 2-8-5 3-0-0 0-3-11 8-1-0 5-1-0 13-2-0 5-1-0 16-1-12 2-11-12 25-2-8 9-0-12 33-0-14 7-10-6 41-0-0 7-11-2 3-0-0 3-0-0 8-1-0 5-1-0 13-2-0 5-1-0 16-1-12 2-11-12 18-0-0 1-10-4 23-6-0 5-6-0 25-2-8 1-8-8 33-0-14 7-10-6 41-0-0 7-11-2 0-4-87-10-80-7-01-5-81-0-01-0-07-10-85.00 12 Plate Offsets (X,Y)-- [1:0-5-15,0-0-0], [2:0-10-10,0-0-0], [2:0-0-12,1-1-8], [4:0-4-0,Edge], [7:0-3-0,0-2-4], [8:0-3-0,0-2-4], [18:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.88 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.63 0.26 -0.30 (loc) 16-17 15-16 12 16-17 l/defl >999 >772 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 559 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 2-18: 2x6 SP M 26, 5-17: 2x4 SP No.3, 14-17,12-14: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x6 SP M 26 LBR SCAB 1-4 2x6 SP M 26 one side BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 6-9 REACTIONS. (size)1=Mechanical, 12=0-4-0 Max Horz 1=-350(LC 10) Max Uplift 1=-550(LC 12), 12=-563(LC 12) Max Grav 1=2325(LC 18), 12=2299(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1220/392, 2-3=-7410/2132, 3-5=-5289/1453, 5-6=-5243/1546, 6-7=-1270/569, 7-8=-1232/550, 8-9=-1333/591, 9-11=-4066/1033, 11-12=-4900/1500 BOT CHORD 2-19=-1907/7225, 18-19=-1907/7225, 17-18=-470/183, 5-18=-260/237, 16-17=-192/425, 15-16=-582/3756, 13-15=-1250/4355, 12-13=-1250/4355 WEBS 3-19=-116/718, 3-18=-2489/973, 16-18=-465/3549, 6-18=-1000/2645, 6-16=-713/652, 9-15=0/994, 11-13=-74/272, 11-15=-908/734, 6-22=-2676/618, 22-23=-2623/616, 9-23=-2669/624, 7-22=-7/279, 8-23=-53/355 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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) na 4) Unbalanced roof live loads have been considered for this design. 5) 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) 0-4-4 to 6-4-4, Interior(1) 6-4-4 to 18-0-0, Exterior(2E) 18-0-0 to 23-6-0, Exterior(2R) 23-6-0 to 31-11-13, Interior(1) 31-11-13 to 40-10-0 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 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) 400.0lb AC unit load placed on the bottom chord, 20-9-0 from left end, supported at two points, 2-0-0 apart. 8) Provide adequate drainage to prevent water ponding. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 APPLY 2 X 6 SP M 26 SCAB TO EACH FACE OF TRUSS ATTACH WITH 3 ROWS OF 10d (0.131" X 3") NAILS SPACED @ 8" O.C. STAGGERED FROM EACH FACE. USE 2" MEMBER END DISTANCE. 3 PLY HANGER November 1,2021 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 2963705-SYNERGY-5210~N Truss A7 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831351 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:37 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-hxCCV87wGVoIPMMt276mr5qPpX6IGRrzVHraoMyNohK NOTES- 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Ceiling dead load (5.0 psf) on member(s). 1-2, 6-22, 22-23, 9-23 12) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 13) Refer to girder(s) for truss to truss connections. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 550 lb uplift at joint 1 and 563 lb uplift at joint 12. 15) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 2963705-SYNERGY-5210~N Truss A8 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831352 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:38 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-97maiU8Z1pw90Vx3cqd?NJNW8xR5?tY7kxb7KoyNohJ Scale = 1:71.7 1 20 2 3 21 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 4x8 5x8 3x4 3x4 3x4 3x4 5x8 3x6 4x8 6x8 2x4 7x8 2x4 2x4 4x8 4x4 2x4 4x6 4x4 3x4 2x4 4x6 2x4 8-11-0 6-0-02-8-5 2-8-5 3-0-0 0-3-11 8-1-0 5-1-0 13-2-0 5-1-0 16-0-0 2-10-0 16-1-12 0-1-12 25-2-8 9-0-12 25-6-0 0-3-8 33-2-10 7-8-10 41-0-0 7-9-6 3-0-0 3-0-0 8-1-0 5-1-0 13-2-0 5-1-0 16-0-0 2-10-0 25-2-8 9-2-8 25-6-0 0-3-8 33-2-10 7-8-10 41-0-0 7-9-6 0-4-87-0-80-7-01-5-81-0-01-0-07-0-85.00 12 Plate Offsets (X,Y)-- [1:0-5-15,0-0-0], [2:0-2-10,0-0-0], [4:0-4-0,Edge], [6:0-5-12,0-2-8], [7:0-5-12,0-2-8], [16:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.91 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.69 0.27 0.28 (loc) 14-15 13-14 10 2-17 l/defl >999 >704 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 546 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 2-16: 2x6 SP M 26, 5-15: 2x4 SP No.3, 12-15,10-12: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x6 SP M 26 LBR SCAB 1-4 2x6 SP M 26 one side BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS. (size)1=Mechanical, 10=0-4-0 Max Horz 1=-305(LC 10) Max Uplift 1=-487(LC 12), 10=-544(LC 12) Max Grav 1=2429(LC 18), 10=2329(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1243/366, 2-3=-7673/2029, 3-5=-5467/1397, 5-6=-5286/1435, 6-7=-3865/1033, 7-9=-4222/1027, 9-10=-4950/1518 BOT CHORD 2-17=-1800/7421, 16-17=-1800/7421, 15-16=-354/210, 5-16=-69/284, 14-15=-180/465, 13-14=-582/3947, 11-13=-1269/4399, 10-11=-1269/4399 WEBS 3-17=-107/754, 3-16=-2565/911, 14-16=-478/3712, 6-16=-811/2478, 6-14=-883/635, 7-13=0/978, 9-13=-740/748 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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) na 4) Unbalanced roof live loads have been considered for this design. 5) 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) 0-4-4 to 6-4-4, Interior(1) 6-4-4 to 16-0-0, Exterior(2R) 16-0-0 to 24-5-13, Interior(1) 24-5-13 to 25-6-0, Exterior(2R) 25-6-0 to 33-11-13, Interior(1) 33-11-13 to 40-10-0 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 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) 400.0lb AC unit load placed on the bottom chord, 20-9-0 from left end, supported at two points, 2-0-0 apart. 8) Provide adequate drainage to prevent water ponding. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 APPLY 2 X 6 SP M 26 SCAB TO EACH FACE OF TRUSS ATTACH WITH 3 ROWS OF 10d (0.131" X 3") NAILS SPACED @ 8" O.C. STAGGERED FROM EACH FACE. USE 2" MEMBER END DISTANCE. 3 PLY HANGER November 1,2021 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 2963705-SYNERGY-5210~N Truss A8 Truss Type ROOF TRUSS Qty 1 Ply 2 Job Reference (optional) T25831352 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:38 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-97maiU8Z1pw90Vx3cqd?NJNW8xR5?tY7kxb7KoyNohJ NOTES- 11) Ceiling dead load (5.0 psf) on member(s). 1-2, 2-3, 3-5, 5-6, 6-7 12) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 13) Refer to girder(s) for truss to truss connections. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 487 lb uplift at joint 1 and 544 lb uplift at joint 10. 15) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 2963705-SYNERGY-5210~N Truss A9 Truss Type ROOF TRUSS Qty 1 Ply 1 Job Reference (optional) T25831353 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:40 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-6WtK7AApZQBtGp5SjFfTTkSqJkA4Tk?QBF4EPhyNohH Scale = 1:70.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 26 27 28 8x10 3x4 10x12 5x6 5x6 5x8 6x8 4x4 7x8 4x6 3x6 3x6 3x6 3x6 4x8 6x8 4x4 2x4 6x8 8-11-0 5-2-07-6-8 7-6-8 16-1-12 8-7-4 25-2-8 9-0-12 33-0-14 7-10-6 41-0-0 7-11-2 7-6-8 7-6-8 14-0-0 6-5-8 16-1-12 2-1-12 20-8-2 4-6-6 25-2-8 4-6-6 27-6-0 2-3-8 33-0-14 5-6-14 41-0-0 7-11-2 3-6-36-2-80-7-06-2-85.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-0,0-2-4], [4:0-0-0,0-2-0], [5:0-3-8,0-2-0], [6:0-3-0,0-2-4], [8:0-0-0,0-1-14], [11:0-3-8,0-4-0], [12:0-3-8,0-4-8] 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 0.86 0.69 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.72 0.13 0.25 (loc) 12-14 11-12 8 12-14 l/defl >999 >679 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 254 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 1-2: 2x4 SP No.2, 3-6: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 2-15: 2x4 SP M 31, 4-12,5-11,4-5: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS 1 Row at midpt 2-15, 3-14 REACTIONS. (size)15=Mechanical, 8=0-4-0 Max Horz 15=204(LC 11) Max Uplift 15=-567(LC 12), 8=-546(LC 12) Max Grav 15=2476(LC 18), 8=2606(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-258/236, 2-3=-5586/1808, 3-4=-4747/1240, 4-5=-4747/1240, 5-6=-4747/1240, 6-7=-5455/1816, 7-8=-5472/1585 BOT CHORD 14-15=-1350/5182, 12-14=-859/4396, 11-12=-839/4758, 9-11=-806/4206, 8-9=-1322/4868 WEBS 2-15=-5385/1602, 2-14=-510/517, 3-14=-688/1080, 3-12=-70/1494, 4-12=-653/420, 5-11=-752/477, 6-11=-105/1677, 6-9=-746/958, 7-9=-437/526 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) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 14-0-0, Exterior(2R) 14-0-0 to 20-0-0, Interior(1) 20-0-0 to 27-6-0, Exterior(2R) 27-6-0 to 33-6-0, Interior(1) 33-6-0 to 40-10-0 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) 400.0lb AC unit load placed on the bottom chord, 20-9-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5, 5-6 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 567 lb uplift at joint 15 and 546 lb uplift at joint 8. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. November 1,2021 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 2963705-SYNERGY-5210~N Truss A10 Truss Type ROOF TRUSS Qty 1 Ply 1 Job Reference (optional) T25831354 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:20 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-hfgmxKwGHHfjskZcY3InfWdQggIenhYTb8EAiryNohb Scale = 1:71.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 6x8 2x4 5x6 5x6 3x6 5x6 5x6 6x8 4x8 5x12 4x6 4x6 3x6 3x6 3x6 3x6 4x8 6x8 2x4 4x4 6x8 8-11-0 4-4-09-6-8 9-6-8 16-1-12 6-7-4 25-2-8 9-0-12 29-6-0 4-3-8 35-0-0 5-6-0 41-0-0 6-0-0 4-9-4 4-9-4 9-6-8 4-9-4 12-0-0 2-5-8 16-1-12 4-1-12 20-8-2 4-6-6 25-2-8 4-6-6 29-6-0 4-3-8 35-0-0 5-6-0 41-0-0 6-0-0 4-4-35-4-80-7-05-4-85.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [6:0-0-0,0-2-0], [7:0-3-8,0-2-0], [8:0-3-0,0-2-4], [10:0-0-0,0-1-14], [13:0-3-8,0-3-12], [17:Edge,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.86 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.82 0.14 0.29 (loc) 13-14 13-14 10 13-14 l/defl >999 >596 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 254 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-10,5-8: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 12-15: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. WEBS 1 Row at midpt 2-17 REACTIONS. (size)17=Mechanical, 10=0-4-0 Max Horz 17=-241(LC 12) Max Uplift 17=-560(LC 12), 10=-529(LC 12) Max Grav 17=2192(LC 19), 10=2355(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4211/1305, 3-4=-4665/1480, 4-6=-5140/1277, 6-7=-5140/1277, 7-8=-5140/1277, 8-9=-5003/1783, 9-10=-5030/1584 BOT CHORD 16-17=-541/2412, 14-16=-847/4148, 13-14=-899/5052, 11-13=-893/4052, 10-11=-1349/4477 WEBS 2-17=-3017/1120, 2-16=-593/2501, 3-16=-1988/736, 4-16=-368/599, 4-14=-109/1656, 6-14=-629/448, 7-13=-654/414, 9-11=-300/446, 8-13=-9/1781, 8-11=-615/573 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) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 12-0-0, Exterior(2R) 12-0-0 to 18-0-0, Interior(1) 18-0-0 to 29-6-0, Exterior(2R) 29-6-0 to 35-6-0, Interior(1) 35-6-0 to 40-10-0 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) 400.0lb AC unit load placed on the bottom chord, 20-9-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 4-6, 6-7, 7-8 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 560 lb uplift at joint 17 and 529 lb uplift at joint 10. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. November 1,2021 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 2963705-SYNERGY-5210~N Truss A11 Truss Type ROOF TRUSS Qty 1 Ply 1 Job Reference (optional) T25831355 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:21 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-9sE88gxu2anZUu8o6mp0BjAY44fDW8SdqozkEHyNoha Scale = 1:71.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 253x8 4x8 3x6 5x6 6x8 2x4 6x8 5x8 5x8 3x10 5x6 4x6 3x4 3x4 3x4 3x4 4x6 6x8 2x4 4x8 6x8 3x6 5x8 8-11-0 3-6-08-1-12 8-1-12 16-1-12 8-0-0 25-2-8 9-0-12 31-4-4 6-1-12 37-6-0 6-1-12 41-0-0 3-6-0 8-1-12 8-1-12 16-1-12 8-0-0 25-2-8 9-0-12 31-4-4 6-1-12 37-6-0 6-1-12 38-8-8 1-2-8 41-0-0 2-3-8 4-6-85-0-95.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [4:0-0-0,0-2-0], [5:0-2-8,0-2-0], [7:0-2-12,0-1-8], [9:0-4-0,0-1-13], [11:Edge,0-4-0], [12:0-1-12,0-2-8], [15:0-3-8,0-3-12], [18:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.78 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.90 0.09 0.44 (loc) 15-16 15-16 11 16-18 l/defl >999 >542 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 270 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 1-18,2-16,9-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. WEBS 1 Row at midpt 1-19, 1-18, 7-12, 9-11 REACTIONS. (size)19=Mechanical, 11=0-4-0 Max Horz 19=30(LC 12) Max Uplift 19=-597(LC 12), 11=-598(LC 12) Max Grav 19=2103(LC 18), 11=2134(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-2006/751, 1-2=-3488/1037, 2-4=-5756/1135, 4-5=-5756/1135, 5-7=-5756/1135, 7-8=-1680/452, 8-9=-1877/547 BOT CHORD 16-18=-1069/3497, 15-16=-1167/5766, 13-15=-1072/3958, 12-13=-1072/3958, 11-12=-295/954 WEBS 1-18=-1134/3880, 2-18=-1715/548, 2-16=-144/2558, 4-16=-594/450, 5-15=-540/419, 7-15=-124/2204, 7-12=-2762/709, 8-12=-948/437, 9-12=-780/2757, 9-11=-2262/696 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) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 38-8-8, Exterior(2E) 38-8-8 to 40-10-4 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) 400.0lb AC unit load placed on the bottom chord, 20-9-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint 19 and 598 lb uplift at joint 11. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. November 1,2021 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 2963705-SYNERGY-5210~N Truss A12 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25831356 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:22 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-d2oXL0yWpuvQ52j_gTLFkxjlJU7mFdTm2SjHmjyNohZ Scale = 1:73.1 1 2 3 4 5 6 7 8 9 11 10 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 3x10 4x8 4x6 5x6 3x6 3x4 6x8 5x12 2x4 3x8 2x4 4x8 2x4 2x4 3x8 3x10 5x12 4x8 3x6 6x8 2x4 6-9-7 6-9-7 13-6-14 6-9-7 20-4-5 6-9-7 27-1-12 6-9-7 33-11-3 6-9-7 35-6-0 1-6-13 41-0-0 5-6-0 6-9-7 6-9-7 13-6-14 6-9-7 20-4-5 6-9-7 27-1-12 6-9-7 33-11-3 6-9-7 35-6-0 1-6-13 40-2-0 4-8-0 41-0-0 0-10-0 3-8-83-5-05-1-53-8-85.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [10:0-3-0,Edge], [11:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.31 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.85 0.10 0.57 (loc) 17 17 13 17 l/defl >999 >574 n/a >860 L/d 360 240 n/a 240 PLATES MT20 Weight: 262 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4,4-7: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 1-20,3-20,3-17,6-17,6-14,11-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. Except: 1 Row at midpt 9-11 BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. WEBS 1 Row at midpt 1-20, 3-20, 6-14, 12-13, 11-14 REACTIONS. (size)21=Mechanical, 13=0-4-0 Max Horz 21=100(LC 12) Max Uplift 21=-815(LC 12), 13=-835(LC 12) Max Grav 21=1832(LC 1), 13=1832(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-1747/943, 1-2=-3179/1554, 2-3=-3179/1554, 3-5=-5631/2650, 5-6=-5631/2650, 6-8=-3158/1432, 8-9=-3158/1432, 9-11=-3055/1459, 11-13=-1749/1011 BOT CHORD 19-20=-2529/5060, 17-19=-2529/5060, 15-17=-2501/5062, 14-15=-2501/5062 WEBS 1-20=-1688/3481, 2-20=-505/426, 3-20=-2096/982, 3-19=0/291, 3-17=-287/636, 5-17=-467/357, 6-17=-335/634, 6-15=0/292, 6-14=-2123/1052, 11-14=-1761/3495, 8-14=-500/425 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) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 40-2-0, Exterior(2E) 40-2-0 to 40-10-4 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 815 lb uplift at joint 21 and 835 lb uplift at joint 13. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 1,2021 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 2963705-SYNERGY-5210~N Truss A13 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T25831357 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:26 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-Wp11BN?1s7Qsaf0mvJPBuntbR5S7BQPMz4hVvVyNohV Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 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 3x8 6x8 6x8 8x10 2x4 8x10 3x6 6x8 6x8 6x8 4x6 5x6 5x8 2x4 10x12 5x8 4x6 5x6 4x6 5x6 4x6 4x6 4x8 3x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 5-9-13 5-9-13 11-3-15 5-6-1 16-10-0 5-6-1 22-4-1 5-6-1 27-10-3 5-6-1 33-6-0 5-7-13 37-0-4 3-6-4 41-0-0 3-11-12 5-9-13 5-9-13 11-3-15 5-6-1 16-10-0 5-6-1 22-4-1 5-6-1 27-10-3 5-6-1 33-6-0 5-7-13 37-0-4 3-6-4 40-2-0 3-1-12 41-0-0 0-10-0 2-10-85-7-135-3-112-10-85.00 12 Plate Offsets (X,Y)-- [1:0-3-12,0-3-0], [9:0-6-12,0-4-4], [13:0-4-0,0-3-12], [17:0-6-0,0-7-0], [22:0-3-8,0-2-8], [23:0-5-4,0-1-8] 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 0.24 0.41 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.91 0.10 0.65 (loc) 18-19 18-19 13 18-19 l/defl >999 >536 n/a >747 L/d 360 240 n/a 240 PLATES MT20 Weight: 701 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* 9-11: 2x6 SP No.2, 11-12: 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 1-23,12-13: 2x6 SP No.2, 9-17,1-22,8-18,2-21,6-19,3-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. REACTIONS. (size)23=Mechanical, 13=0-4-0 Max Horz 23=162(LC 8) Max Uplift 23=-1771(LC 8), 13=-1574(LC 8) Max Grav 23=3516(LC 29), 13=3239(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-3290/1735, 1-2=-7466/3751, 2-3=-12643/6324, 3-5=-15539/7725, 5-6=-15539/7725, 6-8=-16434/8041, 8-9=-14641/6979, 9-10=-3266/1447 BOT CHORD 22-23=-357/446, 21-22=-3913/7524, 19-21=-6486/12700, 18-19=-8203/16434, 17-18=-7181/14701, 16-17=-4392/9150, 14-16=-4391/9138, 13-14=-1449/2984 WEBS 9-14=-7348/3513, 10-14=-1801/3941, 10-24=-4185/2029, 13-24=-4363/2122, 9-17=-2975/5946, 1-22=-3838/7639, 8-17=-1213/796, 2-22=-2788/1635, 8-18=-1143/2042, 2-21=-2783/5601, 6-18=-439/487, 3-21=-1906/1150, 6-19=-968/392, 3-19=-1516/3183, 5-19=-707/578 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-8-0 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1771 lb uplift at joint 23 and 1574 lb uplift at joint 13. 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. November 1,2021 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 2963705-SYNERGY-5210~N Truss A13 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T25831357 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:26 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-Wp11BN?1s7Qsaf0mvJPBuntbR5S7BQPMz4hVvVyNohV NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb down and 189 lb up at 1-9-12, 212 lb down and 189 lb up at 3-9-12, 212 lb down and 189 lb up at 5-9-12, 212 lb down and 189 lb up at 7-9-12, 212 lb down and 189 lb up at 9-9-12, 212 lb down and 189 lb up at 11-9-12, 212 lb down and 189 lb up at 13-9-12, 212 lb down and 189 lb up at 15-9-12, 212 lb down and 189 lb up at 17-9-12, 212 lb down and 189 lb up at 19-9-12, 212 lb down and 189 lb up at 21-9-12, and 212 lb down and 189 lb up at 23-9-12, and 212 lb down and 189 lb up at 25-9-12 on top chord, and 72 lb down at 1-9-12, 72 lb down at 3-9-12, 72 lb down at 5-9-12, 72 lb down at 7-9-12, 72 lb down at 9-9-12, 72 lb down at 11-9-12, 72 lb down at 13-9-12, 72 lb down at 15-9-12, 72 lb down at 17-9-12, 72 lb down at 19-9-12, 72 lb down at 21-9-12, 72 lb down at 23-9-12, and 72 lb down at 25-9-12, and 1131 lb down and 507 lb up at 27-5-4 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: 1-9=-70, 9-11=-70, 11-12=-70, 13-23=-20 Concentrated Loads (lb) Vert: 4=-114(F) 7=-114(F) 22=-36(F) 2=-114(F) 25=-114(F) 26=-114(F) 27=-114(F) 28=-114(F) 30=-114(F) 32=-114(F) 33=-114(F) 34=-114(F) 35=-114(F) 36=-114(F) 38=-36(F) 39=-36(F) 40=-36(F) 41=-36(F) 42=-36(F) 43=-36(F) 44=-36(F) 45=-36(F) 46=-36(F) 47=-36(F) 48=-36(F) 49=-36(F) 50=-1131(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 2963705-SYNERGY-5210~N Truss B1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25831358 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:41 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-aiRiLWARKkJktzgeHzAi?x?1U8USCFIZQvpnx7yNohG Scale = 1:73.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 20 19 21 22 23 24 25 26 27 28 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x12 5x8 3x6 4x6 3x4 2x4 6x8 2x4 3x4 3x8 2x4 3x4 3x4 4x6 2x4 3x6 2x4 6x8 6-1-6 6-1-6 11-8-0 5-6-10 20-9-0 9-1-0 27-5-5 6-8-5 32-6-10 5-1-6 37-8-0 5-1-6 38-2-0 0-6-0 -1-0-0 1-0-0 6-1-6 6-1-6 11-8-0 5-6-10 16-2-8 4-6-8 20-9-0 4-6-8 27-5-5 6-8-5 32-6-10 5-1-6 37-8-0 5-1-6 38-2-0 0-6-0 0-4-86-2-139-0-46-2-132-4-05.00 12 Plate Offsets (X,Y)-- [10:0-2-12,0-2-12], [20:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.81 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.39 0.08 0.06 (loc) 15-17 15-17 21 13 l/defl >999 >817 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 246 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 8-15 JOINTS 1 Brace at Jt(s): 19 REACTIONS. (size)2=0-8-0, 17=0-8-0, 21=0-6-0 Max Horz 2=394(LC 12) Max Uplift 2=-163(LC 12), 17=-984(LC 12), 21=-471(LC 12) Max Grav 2=411(LC 21), 17=2487(LC 17), 21=1146(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-290/92, 3-5=-451/789, 5-6=-307/735, 6-7=-866/544, 7-8=-856/500, 8-9=-875/423, 11-20=-434/1015, 10-20=-434/1015 BOT CHORD 2-18=-189/274, 17-18=-189/274, 15-17=-288/392, 13-15=-635/1252, 12-13=-634/1257, 11-12=-423/875 WEBS 3-17=-863/459, 5-17=-413/324, 6-17=-1675/898, 6-15=-243/734, 7-15=-21/274, 8-15=-747/418, 8-12=-585/323, 9-12=-184/609, 9-19=-1186/571, 11-19=-1219/590, 10-21=-1159/556 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 20-9-0, Exterior(2R) 20-9-0 to 26-9-0, Interior(1) 26-9-0 to 37-5-0 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 2, 984 lb uplift at joint 17 and 471 lb uplift at joint 21. November 1,2021 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 2963705-SYNERGY-5210~N Truss B2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25831359 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:50 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-pRU6DbH4DVRSSLsNJMrqtrtYlmZJpKDuUpVml6yNoh7 Scale = 1:73.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 19 18 20 21 22 23 24 25 26 27 28 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 6x8 5x8 3x6 4x6 3x4 2x4 6x8 2x4 3x4 3x8 3x4 3x4 5x6 2x4 3x6 2x4 6x8 6-1-6 6-1-6 11-8-0 5-6-10 20-9-0 9-1-0 28-9-13 8-0-13 37-8-0 8-10-3 38-2-0 0-6-0 -1-0-0 1-0-0 6-1-6 6-1-6 11-8-0 5-6-10 16-2-8 4-6-8 20-9-0 4-6-8 28-9-13 8-0-13 33-2-4 4-4-8 37-8-0 4-5-12 38-2-0 0-6-0 0-4-85-7-159-0-45-7-152-4-05.00 12 Plate Offsets (X,Y)-- [10:0-2-12,0-2-12], [19:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.82 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.39 0.06 0.06 (loc) 14-16 14-16 20 12-14 l/defl >999 >811 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-14 JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size)2=0-8-0, 16=0-8-0, 20=0-6-0 Max Horz 2=359(LC 12) Max Uplift 2=-171(LC 12), 16=-979(LC 12), 20=-467(LC 12) Max Grav 2=417(LC 21), 16=2467(LC 17), 20=1191(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/74, 3-5=-428/767, 5-6=-282/712, 6-7=-893/563, 7-8=-899/507, 8-9=-1402/652, 11-19=-437/1065, 10-19=-437/1065 BOT CHORD 2-17=-173/297, 16-17=-173/297, 14-16=-268/407, 12-14=-662/1411, 11-12=-428/864 WEBS 3-16=-862/457, 5-16=-415/330, 6-16=-1648/887, 6-14=-257/752, 7-14=0/258, 8-14=-838/421, 8-12=-359/376, 9-12=-362/869, 9-18=-1145/587, 11-18=-1192/622, 10-20=-1209/555 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 20-9-0, Exterior(2R) 20-9-0 to 26-9-0, Interior(1) 26-9-0 to 37-5-0 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 2, 979 lb uplift at joint 16 and 467 lb uplift at joint 20. November 1,2021 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 2963705-SYNERGY-5210~N Truss B3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25831360 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:52 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-lpcseGJLk6hAif0lQntIyGywfaCaHAGBy7_tq_yNoh5 Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 24 23 25 26 27 28 29 30 31 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x12 5x8 3x6 3x4 3x4 5x8 3x6 2x4 2x4 2x4 3x4 2x4 6x8 2x4 3x8 3x4 3x4 4x6 3x4 2x4 2x4 6x8 6-1-6 6-1-6 11-8-0 5-6-10 14-8-0 3-0-0 20-9-0 6-1-0 30-9-13 10-0-13 36-0-0 5-2-3 37-8-0 1-8-0 38-2-0 0-6-0 -1-0-0 1-0-0 6-1-6 6-1-6 11-8-0 5-6-10 14-8-0 3-0-0 16-2-8 1-6-8 20-9-0 4-6-8 25-9-6 5-0-6 30-9-13 5-0-6 36-0-0 5-2-3 37-8-0 1-8-0 38-2-0 0-6-0 0-4-84-9-159-0-44-9-152-4-01-0-05.00 12 Plate Offsets (X,Y)-- [10:0-2-12,0-2-12], [18:0-0-8,0-1-8], [20:Edge,0-1-8], [21:0-3-8,0-3-0], [24:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.90 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.61 0.05 0.14 (loc) 15-17 15-17 25 15-17 l/defl >969 >514 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 230 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 18-20,12-14: 2x4 SP No.3, 16-19: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 9-23, 6-19 JOINTS 1 Brace at Jt(s): 23 REACTIONS. (size)2=0-8-0, 21=0-8-0, 25=0-6-0 Max Horz 2=-314(LC 10) Max Uplift 2=-254(LC 12), 21=-870(LC 12), 25=-494(LC 12) Max Grav 2=496(LC 21), 21=2404(LC 17), 25=1241(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-498/164, 3-5=-220/636, 5-6=-90/597, 6-7=-1100/709, 7-8=-1080/682, 8-9=-2222/1061, 13-24=-400/1031, 10-24=-400/1031 BOT CHORD 2-22=-301/424, 21-22=-301/424, 20-21=-339/53, 18-19=-435/925, 17-18=-399/611, 15-17=-754/1424, 14-15=-901/1975, 13-14=-930/2028 WEBS 3-21=-880/442, 19-21=-1765/940, 5-19=-408/314, 7-17=-233/519, 8-17=-824/563, 8-15=-250/831, 9-15=-326/288, 9-23=-1954/872, 13-23=-1928/873, 6-19=-1621/806, 6-17=-98/606, 10-25=-1285/606 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 20-9-0, Exterior(2R) 20-9-0 to 26-9-0, Interior(1) 26-9-0 to 37-5-0 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 25 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 254 lb uplift at joint 2, 870 lb uplift at joint 21 and 494 lb uplift at joint 25. November 1,2021 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 2963705-SYNERGY-5210~N Truss B4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25831361 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:53 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-D0AFscKzVQp1Kpby_UOXUTV5n_Xq0b8KBnjQMQyNoh4 Scale = 1:74.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 2021 22 23 24 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x12 5x6 3x6 3x4 4x6 3x4 2x4 6x8 2x4 3x8 3x4 5x8 3x4 5x8 6x8 6-1-6 6-1-6 11-8-0 5-6-10 14-8-0 3-0-0 20-9-0 6-1-0 27-6-0 6-9-0 32-9-13 5-3-13 38-2-0 5-4-3 -1-0-0 1-0-0 6-1-6 6-1-6 11-8-0 5-6-10 14-8-0 3-0-0 15-2-0 0-6-0 20-9-0 5-7-0 27-6-0 6-9-0 32-9-13 5-3-13 38-2-0 5-4-3 0-4-83-11-159-0-42-11-152-4-01-0-03-11-155.00 12 Plate Offsets (X,Y)-- [10:0-5-4,0-3-0], [12:0-4-0,0-3-0], [14:0-2-8,0-2-0], [15:0-4-0,0-2-0], [16:Edge,0-1-8], [17:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.96 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.55 0.04 0.10 (loc) 11-12 11-12 20 12-13 l/defl >999 >571 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 14-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-13, 6-15 REACTIONS. (size)2=0-8-0, 17=0-8-0, 20=0-6-0 Max Horz 2=-331(LC 10) Max Uplift 2=-283(LC 12), 17=-837(LC 12), 20=-498(LC 12) Max Grav 2=476(LC 21), 17=2417(LC 17), 20=1206(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-449/239, 3-5=-155/731, 5-6=-55/691, 6-7=-1033/741, 7-8=-1014/702, 8-9=-1853/965, 9-10=-310/117, 11-19=-461/1064, 10-19=-461/1064 BOT CHORD 2-18=-317/356, 17-18=-317/356, 16-17=-437/34, 14-15=-365/804, 13-14=-345/400, 12-13=-833/1652, 11-12=-979/1842 WEBS 3-17=-885/451, 15-17=-1739/911, 5-15=-339/265, 7-13=-149/358, 8-13=-1072/570, 8-12=0/412, 9-11=-1775/999, 6-13=-153/715, 6-15=-1571/809, 10-20=-1292/634 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 20-9-0, Exterior(2R) 20-9-0 to 26-9-0, Interior(1) 26-9-0 to 37-5-0 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 lb uplift at joint 2, 837 lb uplift at joint 17 and 498 lb uplift at joint 20. November 1,2021 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 2963705-SYNERGY-5210~N Truss B5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25831362 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:55 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-AOH?HILD114lZ7kK6vQ?auaQ6nHZUWGde5CXRJyNoh2 Scale = 1:75.2 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 2425 26 27 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 7x10 4x6 3x6 3x4 3x6 5x8 4x6 2x4 3x4 2x4 6x8 2x4 3x8 6x8 3x4 3x4 3x10 6-1-6 6-1-6 11-8-0 5-6-10 14-8-0 3-0-0 20-9-0 6-1-0 25-10-0 5-1-0 26-4-0 0-6-0 30-3-14 3-11-14 34-9-13 4-5-14 38-2-0 3-4-3 -1-0-0 1-0-0 6-1-6 6-1-6 11-8-0 5-6-10 14-8-0 3-0-0 15-2-0 0-6-0 20-9-0 5-7-0 25-10-0 5-1-0 30-3-14 4-5-14 34-9-13 4-5-14 38-2-0 3-4-3 0-4-83-1-159-0-43-1-152-4-01-0-05.00 12 Plate Offsets (X,Y)-- [11:0-3-4,Edge], [16:0-5-8,0-4-0], [18:0-2-8,0-1-8], [19:0-4-0,0-2-0], [20:Edge,0-1-8], [21:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.75 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.24 0.04 0.09 (loc) 17-18 17-18 24 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 18-20,8-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP No.1 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 8-17, 6-19 REACTIONS. (size)2=0-8-0, 21=0-8-0, 24=0-6-0 Max Horz 2=-349(LC 10) Max Uplift 2=-303(LC 12), 21=-812(LC 12), 24=-497(LC 12) Max Grav 2=483(LC 21), 21=2408(LC 17), 24=1254(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-467/287, 3-5=-103/711, 5-6=0/671, 6-7=-1076/752, 7-8=-1044/724, 8-9=-1778/985, 9-10=-1697/812, 12-23=-553/1241, 11-23=-553/1241 BOT CHORD 2-22=-311/383, 21-22=-311/383, 20-21=-413/40, 18-19=-350/807, 17-18=-325/427, 16-17=-764/1576, 8-16=-154/596, 12-13=-610/1235 WEBS 3-21=-886/449, 19-21=-1737/883, 5-19=-338/261, 7-17=-203/427, 8-17=-1046/593, 13-16=-660/1522, 9-13=-407/325, 6-17=-121/709, 6-19=-1572/778, 10-13=-90/321, 10-12=-1511/784, 11-24=-1546/713 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) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 20-9-0, Exterior(2R) 20-9-0 to 26-5-12, Interior(1) 26-5-12 to 37-5-0 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 24 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 303 lb uplift at joint 2, 812 lb uplift at joint 21 and 497 lb uplift at joint 24. November 1,2021 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 2963705-SYNERGY-5210~N Truss B6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25831363 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:56 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-ebrNUeMroLCcBGJXfcyE667czBdTD?kmtly4zlyNoh1 Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 263x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 3x6 4x6 3x4 4x4 2x4 4x6 2x4 3x6 3x4 2x4 6x8 3x4 3x4 3x4 5x8 7x10 3x4 4x6 6-1-6 6-1-6 11-8-0 5-6-10 14-8-0 3-0-0 19-0-0 4-4-0 22-6-0 3-6-0 25-10-0 3-4-0 26-4-0 0-6-0 31-11-4 5-7-4 38-4-0 6-4-12 -1-0-0 1-0-0 6-1-6 6-1-6 11-8-0 5-6-10 14-8-0 3-0-0 15-2-0 0-6-0 19-0-0 3-10-0 22-6-0 3-6-0 25-10-0 3-4-0 31-11-4 6-1-4 38-4-0 6-4-12 0-4-88-3-81-8-51-0-08-3-85.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [16:0-6-8,0-4-0], [19:0-2-0,0-0-8], [22:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.71 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.47 0.09 0.27 (loc) 16-17 16-17 12 16-17 l/defl >999 >679 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 229 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 19-21,8-14: 2x4 SP No.3, 16-20: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-11-9 oc bracing: 2-23 8-0-2 oc bracing: 22-23 8-0-12 oc bracing: 16-17. 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 8-17 REACTIONS. (size)2=0-8-0, 12=Mechanical, 22=0-8-0 Max Horz 2=346(LC 11) Max Uplift 2=-409(LC 12), 12=-561(LC 12), 22=-672(LC 12) Max Grav 2=738(LC 18), 12=1546(LC 18), 22=2085(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1262/620, 3-5=-671/398, 5-6=-1638/905, 6-7=-1417/914, 7-8=-1586/944, 8-10=-2302/1176, 10-11=-2156/991, 11-12=-1439/714 BOT CHORD 2-23=-525/893, 22-23=-525/893, 21-22=-163/297, 18-19=-175/389, 17-18=-458/1293, 16-17=-837/2021, 8-16=-233/776 WEBS 3-23=0/250, 3-22=-831/390, 20-22=-1564/800, 5-20=-1530/823, 5-18=-348/1146, 7-17=-226/502, 8-17=-1188/621, 13-16=-841/1900, 10-13=-597/430, 11-13=-782/1801 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 22-6-0, Exterior(2R) 22-6-0 to 30-11-13, Interior(1) 30-11-13 to 38-2-4 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 409 lb uplift at joint 2, 561 lb uplift at joint 12 and 672 lb uplift at joint 22. November 1,2021 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 2963705-SYNERGY-5210~N Truss B7 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25831364 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:57 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-6nPlh_NTZeKToQujDKTTfJfmfb?vyRDw5OheVCyNoh0 Scale = 1:68.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x6 3x6 3x4 2x4 6x8 4x4 3x6 3x8 3x4 4x4 3x6 4x6 3x6 6-1-6 6-1-6 11-8-0 5-6-10 17-0-0 5-4-0 24-6-0 7-6-0 31-5-14 6-11-15 38-4-0 6-10-2 -1-0-0 1-0-0 6-1-6 6-1-6 11-8-0 5-6-10 17-0-0 5-4-0 24-6-0 7-6-0 31-5-14 6-11-15 38-4-0 6-10-2 0-4-87-5-81-8-57-5-85.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-2-8], [7:0-3-0,0-2-4], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.63 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.18 0.02 0.07 (loc) 13-14 13-14 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-13 REACTIONS. (size)2=0-8-0, 16=0-8-0, 10=Mechanical Max Horz 2=308(LC 11) Max Uplift 2=-245(LC 12), 16=-910(LC 12), 10=-494(LC 12) Max Grav 2=455(LC 17), 16=2365(LC 17), 10=1351(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-348/84, 3-5=-203/704, 5-6=-733/496, 6-7=-1198/811, 7-8=-1360/785, 8-9=-1863/905, 9-10=-1242/654 BOT CHORD 2-17=-166/377, 16-17=-166/377, 14-16=-556/354, 13-14=-126/576, 11-13=-748/1635 WEBS 3-17=0/251, 3-16=-901/436, 5-16=-1806/1021, 5-14=-630/1415, 6-14=-712/488, 6-13=-423/850, 8-13=-634/393, 9-11=-701/1520 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 17-0-0, Exterior(2E) 17-0-0 to 24-6-0, Exterior(2R) 24-6-0 to 32-11-13, Interior(1) 32-11-13 to 38-2-4 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 245 lb uplift at joint 2, 910 lb uplift at joint 16 and 494 lb uplift at joint 10. November 1,2021 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 2963705-SYNERGY-5210~N Truss B8 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25831365 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:59 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-29XW6gOk5FaA2k25LlVxkkl2cPewQKtDZiAka4yNoh_ Scale = 1:68.7 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 3x6 ST1.5x8 STP 5x6 5x8 4x6 5x6 2x4 3x6 3x6 3x4 2x4 6x8 2x4 2x4 3x4 4x4 4x6 3x6 5x8 3x4 6-1-6 6-1-6 11-7-6 5-6-0 11-8-0 0-0-10 15-0-0 3-4-0 20-7-4 5-7-4 26-6-0 5-10-12 31-5-14 4-11-15 35-4-8 3-10-10 38-4-0 2-11-8 -1-0-0 1-0-0 6-1-6 6-1-6 11-8-0 5-6-10 15-0-0 3-4-0 20-7-4 5-7-4 26-6-0 5-10-12 31-5-14 4-11-15 35-4-8 3-10-10 38-4-0 2-11-8 0-4-82-11-21-9-136-7-85.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [8:0-5-12,0-2-8] 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 0.98 0.73 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.36 0.03 0.07 (loc) 17-19 17-19 13 14-16 l/defl >999 >874 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 223 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 4-1-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 8-17 REACTIONS. (size)13=Mechanical, 19=0-9-4, 2=0-8-0 Max Horz 2=-243(LC 10) Max Uplift 13=-475(LC 12), 19=-986(LC 12), 2=-188(LC 12) Max Grav 13=1274(LC 18), 19=2480(LC 17), 2=388(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-422/840, 5-6=-242/771, 6-7=-1028/709, 7-8=-1028/709, 8-9=-1422/831, 9-10=-1692/872, 10-11=-1833/946, 11-13=-1160/648 BOT CHORD 16-17=-546/1208, 14-16=-780/1549 WEBS 3-19=-873/467, 6-17=-658/1315, 7-17=-467/436, 5-19=-381/429, 11-14=-674/1337, 6-19=-1626/966, 8-17=-367/195, 8-16=-159/465, 9-16=-456/309 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 21-0-0, Interior(1) 21-0-0 to 26-6-0, Exterior(2R) 26-6-0 to 32-6-0, Interior(1) 32-6-0 to 38-2-4 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 475 lb uplift at joint 13, 986 lb uplift at joint 19 and 188 lb uplift at joint 2. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 1,2021 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 2963705-SYNERGY-5210~N Truss B9 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25831366 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:00 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-WM5uK?PMsZi1fudIuS0AGyHFoowP9srMoMwI5WyNogz Scale = 1:68.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 5x8 ST1.5x8 STP 5x8 5x6 2x4 6x8 4x6 6x8 2x4 4x4 4x4 2x4 4x8 3x4 3x6 3x6 9-8-7 9-8-7 13-0-0 3-3-9 20-9-0 7-9-0 28-6-0 7-9-0 38-4-0 9-10-0 -1-0-0 1-0-0 6-6-4 6-6-4 9-8-7 3-2-2 13-0-0 3-3-9 20-9-0 7-9-0 28-6-0 7-9-0 33-4-8 4-10-8 38-4-0 4-11-8 0-4-83-9-25-9-83-9-25-9-85.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-2-8], [7:0-5-12,0-2-8], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.97 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.54 0.04 0.10 (loc) 10-11 10-11 10 11-13 l/defl >999 >632 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-13, 7-13, 8-10 REACTIONS. (size)10=Mechanical, 16=0-11-5, 2=0-8-0 Max Horz 2=244(LC 12) Max Uplift 10=-535(LC 12), 16=-969(LC 12), 2=-146(LC 12) Max Grav 10=1360(LC 18), 16=2399(LC 17), 2=307(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/437, 3-4=-428/720, 4-5=-461/293, 5-6=-1580/923, 6-7=-1580/923, 7-8=-1808/925 BOT CHORD 2-16=-379/74, 15-16=-623/378, 13-15=-152/378, 11-13=-786/1610, 10-11=-834/1527 WEBS 3-16=-548/395, 4-16=-1760/1090, 4-15=-855/1544, 5-15=-1014/710, 5-13=-795/1480, 6-13=-625/540, 7-11=0/337, 8-10=-1814/1021 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 19-0-0, Interior(1) 19-0-0 to 28-6-0, Exterior(2E) 28-6-0 to 33-4-8, Interior(1) 33-4-8 to 38-2-4 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 535 lb uplift at joint 10, 969 lb uplift at joint 16 and 146 lb uplift at joint 2. November 1,2021 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 2963705-SYNERGY-5210~N Truss B10 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25831367 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:43 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-W4ZTlBChsLZS7Hq1PODA4M4MYyBzg5TstDIu00yNohE Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 5x6 ST1.5x8 STP ST1.5x8 STP 3x6 5x8 5x6 5x6 4x6 3x6 2x4 5x8 3x4 3x4 3x6 3x4 4x4 6x8 5x8 4x8 2x4 6x8 2x4 2x4 8-4-0 8-4-0 11-4-0 3-0-0 16-11-0 5-7-0 22-10-0 5-11-0 30-6-0 7-8-0 31-4-8 0-10-8 36-8-8 5-4-0 38-4-0 1-7-8 -1-0-0 1-0-0 4-8-11 4-8-11 8-4-0 3-7-5 11-0-0 2-8-0 11-4-0 0-4-0 16-11-0 5-7-0 22-10-0 5-11-0 30-6-0 7-8-0 31-4-8 0-10-8 36-8-8 5-4-0 38-4-0 1-7-8 0-4-84-7-24-11-83-11-01-0-04-11-85.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [9:0-5-12,0-2-8], [11:0-3-0,0-2-4], [17:0-2-0,0-2-12], [22:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.74 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.32 0.04 0.20 (loc) 17-18 15-16 13 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 8-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-10 oc bracing. WEBS 1 Row at midpt 15-17, 10-14 REACTIONS. (size)2=0-8-0, 13=Mechanical, 22=0-8-0 Max Horz 2=257(LC 12) Max Uplift 2=-190(LC 12), 13=-592(LC 12), 22=-867(LC 12) Max Grav 2=354(LC 17), 13=1310(LC 1), 22=1853(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-251/300, 4-5=-163/345, 5-6=-2128/1255, 6-8=-2666/1661, 8-9=-2659/1678, 9-10=-1752/1146, 10-11=-489/363, 11-12=-528/352, 12-13=-1301/846 BOT CHORD 19-20=-425/660, 18-19=-425/660, 17-18=-1180/2128, 8-17=-507/458, 14-15=-1031/1616 WEBS 6-18=-754/563, 6-17=-488/631, 15-17=-998/1502, 9-17=-649/1170, 9-15=-320/220, 10-15=-23/300, 12-14=-785/1201, 3-22=-421/359, 20-22=-1507/1071, 4-20=-244/307, 10-14=-1464/930, 5-20=-1610/1003, 5-18=-919/1732 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 16-11-0, Interior(1) 16-11-0 to 30-6-0, Exterior(2E) 30-6-0 to 31-4-8, Interior(1) 31-4-8 to 36-8-8, Exterior(2E) 36-8-8 to 38-2-4 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 190 lb uplift at joint 2, 592 lb uplift at joint 13 and 867 lb uplift at joint 22. November 1,2021 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 2963705-SYNERGY-5210~N Truss B11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25831368 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:44 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-_H7rzXDJdfhJkQPDy5kPdadW3MVoPXc?6t2SYSyNohD Scale = 1:68.6 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP 3x6 3x6 3x4 4x6 5x8 4x6 3x4 3x6 3x6 3x4 7x8 4x4 5x8 4x6 3x6 6x8 2x4 8-0-0 8-0-0 9-0-0 1-0-0 11-4-0 2-4-0 15-7-14 4-3-14 22-10-0 7-2-2 30-4-0 7-6-0 38-4-0 8-0-0 -1-0-0 1-0-0 4-8-12 4-8-12 9-0-0 4-3-4 11-4-0 2-4-0 15-7-14 4-3-14 22-10-0 7-2-2 30-4-0 7-6-0 37-10-0 7-6-0 38-4-0 0-6-0 0-4-84-1-83-10-01-0-04-1-85.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [12:0-2-12,0-2-4], [13:0-0-0,0-1-8], [15:0-6-4,0-4-8], [17:0-2-8,0-2-0], [18:0-5-4,0-2-8], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.89 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.56 0.08 0.35 (loc) 14 15-16 11 14 l/defl >999 >634 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 17-19,7-13: 2x4 SP No.3, 15-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 10-12, 6-18, 7-16 REACTIONS. (size)2=0-8-0, 11=Mechanical, 20=0-8-0 Max Horz 2=266(LC 12) Max Uplift 2=-108(LC 12), 11=-567(LC 12), 20=-964(LC 12) Max Grav 2=190(LC 17), 11=1264(LC 22), 20=2101(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-226/559, 3-4=-385/700, 4-5=-209/510, 5-6=-287/640, 6-7=-2103/1145, 7-9=-3338/1681, 9-10=-1976/982, 10-11=-1189/696 BOT CHORD 2-20=-487/45, 19-20=-393/164, 17-18=-1308/2482, 16-17=-1145/2103, 15-16=-1711/3415 WEBS 6-16=-96/584, 12-15=-908/1779, 9-15=-762/1449, 9-12=-1070/700, 10-12=-1049/2130, 18-20=-1754/1058, 4-18=-686/506, 6-18=-2909/1523, 7-16=-1416/681, 3-20=-344/327 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(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 38-1-4 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 108 lb uplift at joint 2, 567 lb uplift at joint 11 and 964 lb uplift at joint 20. November 1,2021 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 2963705-SYNERGY-5210~N Truss B12 Truss Type HALF HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T25831369 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:49 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-LEwk0FGSSBJbrCHAleKbKdKNLNCb4oKkG9lDDfyNoh8 Scale = 1:68.7 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 7x8 ST1.5x8 STP ST1.5x8 STP 7x8 5x6 3x6 3x6 2x4 4x4 5x8 5x6 3x4 2x4 7x10 2x4 5x6 3x6 3x4 10x14 4x4 7x8 4x4 3x8 4x8 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 7-0-0 7-0-0 8-4-0 1-4-0 11-4-0 3-0-0 13-3-4 1-11-4 18-1-8 4-10-4 22-10-0 4-8-8 27-10-4 5-0-4 33-0-4 5-2-0 38-4-0 5-3-12 -1-0-0 1-0-0 7-0-0 7-0-0 8-4-0 1-4-0 11-4-0 3-0-0 13-3-4 1-11-4 18-1-8 4-10-4 22-10-0 4-8-8 27-10-4 5-0-4 33-0-4 5-2-0 38-4-0 5-3-12 0-4-83-3-81-0-05.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-6-4,0-3-0], [6:0-4-0,0-4-8], [13:0-3-8,0-1-8], [17:0-9-12,Edge], [21:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.85 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.58 0.09 0.43 (loc) 16 16 12 16 l/defl >999 >613 n/a >839 L/d 360 240 n/a 240 PLATES MT20 Weight: 477 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 17-21: 2x4 SP No.1, 7-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 20-22: 2x4 SP No.2, 4-23: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 15-17 REACTIONS. (size)12=Mechanical, 2=0-8-0, 23=0-8-0 Max Horz 2=211(LC 25) Max Uplift 12=-1152(LC 8), 2=-1241(LC 18), 23=-2863(LC 8) Max Grav 12=2437(LC 30), 2=647(LC 6), 23=5888(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1764/3631, 3-4=-1971/4194, 4-5=-2372/4949, 5-6=-354/302, 6-7=-5540/2776, 7-8=-8206/4017, 8-10=-5280/2521, 10-11=-3588/1703, 11-12=-2316/1191 BOT CHORD 2-24=-3269/1518, 23-24=-3300/1526, 20-21=-1506/3131, 19-20=-302/354, 18-19=-2737/5438, 17-18=-4118/8438, 7-17=-107/675, 14-15=-225/541, 13-14=-1703/3588 WEBS 3-24=-163/681, 3-23=-2373/1101, 21-23=-2875/1536, 4-21=-1094/702, 5-21=-5678/2843, 5-19=-647/1601, 6-19=-5491/2654, 6-18=-513/1349, 7-18=-3111/1441, 14-17=-2362/4875, 8-17=-1588/3107, 8-14=-1873/1141, 10-14=-939/1943, 10-13=-1706/1072, 11-13=-1932/4050, 20-23=-2950/1300 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; 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) Refer to girder(s) for truss to truss connections. Continued on page 2 FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. November 1,2021 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 2963705-SYNERGY-5210~N Truss B12 Truss Type HALF HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T25831369 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:15:49 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-LEwk0FGSSBJbrCHAleKbKdKNLNCb4oKkG9lDDfyNoh8 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1152 lb uplift at joint 12, 1241 lb uplift at joint 2 and 2863 lb uplift at joint 23. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 429 lb down and 398 lb up at 7-0-0, 231 lb down and 203 lb up at 9-0-12, 231 lb down and 203 lb up at 11-0-12, 217 lb down and 168 lb up at 13-0-12, 217 lb down and 168 lb up at 15-0-12, 217 lb down and 168 lb up at 17-0-12, 217 lb down and 168 lb up at 19-0-12, 217 lb down and 168 lb up at 21-0-12, 231 lb down and 203 lb up at 23-0-12, 231 lb down and 203 lb up at 25-0-12, 231 lb down and 203 lb up at 27-0-12, 231 lb down and 203 lb up at 29-0-12, 231 lb down and 203 lb up at 31-0-12, 231 lb down and 203 lb up at 33-0-12, and 231 lb down and 203 lb up at 35-0-12, and 231 lb down and 203 lb up at 37-0-12 on top chord, and 400 lb down and 149 lb up at 7-0-0, 85 lb down at 9-0-12, 85 lb down at 11-2-4, 84 lb down and 44 lb up at 13-0-12, 84 lb down and 44 lb up at 15-0-12, 84 lb down and 44 lb up at 17-0-12, 84 lb down and 44 lb up at 19-0-12, 84 lb down and 44 lb up at 21-0-12, 85 lb down at 22-11-12, 85 lb down at 25-0-12, 85 lb down at 27-0-12, 85 lb down at 29-0-12, 85 lb down at 31-0-12, 85 lb down at 33-0-12, and 85 lb down at 35-0-12, and 85 lb down at 37-0-12 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: 1-3=-70, 3-11=-70, 2-22=-20, 17-20=-20, 15-16=-20, 12-15=-20 Concentrated Loads (lb) Vert: 3=-199(B) 22=-61(B) 7=-136(B) 24=-381(B) 5=-118(B) 19=-79(B) 17=-61(B) 10=-136(B) 13=-61(B) 25=-136(B) 26=-136(B) 28=-118(B) 29=-118(B) 30=-118(B) 31=-118(B) 32=-136(B) 33=-136(B) 34=-136(B) 35=-136(B) 36=-136(B) 37=-136(B) 38=-61(B) 40=-79(B) 41=-79(B) 42=-79(B) 43=-79(B) 44=-61(B) 45=-61(B) 46=-61(B) 47=-61(B) 48=-61(B) 49=-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 2963705-SYNERGY-5210~N Truss C1 Truss Type ROOF TRUSS Qty 1 Ply 1 Job Reference (optional) T25831370 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:01 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-_YeGXLQ_dtquH2CUSAXPp9qQFCIfuIBV00frdzyNogy Scale = 1:36.4 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 6x8 4x6 3x4 3x6 4x6 3x4 4x6 7x10 2x4 2x4 2x4 3x4 3-6-08-0-0 6-6-4 6-6-4 14-9-12 8-3-8 20-1-0 5-3-4 6-6-4 6-6-4 9-10-0 3-3-12 10-4-0 0-6-0 14-9-12 4-5-12 20-1-0 5-3-4 4-7-54-9-130-9-14-7-55.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-4-4], [4:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.84 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.73 0.04 0.35 (loc) 9-10 9-10 8 9 l/defl >561 >328 n/a >676 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 8-11: 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-12 oc bracing. WEBS 1 Row at midpt 5-13, 12-13 REACTIONS. (size)12=0-4-0, 8=Mechanical Max Horz 12=-261(LC 12) Max Uplift 12=-385(LC 12), 8=-323(LC 12) Max Grav 12=1113(LC 19), 8=1210(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-176/447, 2-3=-272/666, 3-4=-232/620, 4-5=-253/625, 5-6=-1719/797, 6-8=-1992/702 BOT CHORD 10-12=-485/1600, 9-10=-495/1624, 8-9=-495/1624 WEBS 10-13=0/564, 2-13=-503/575, 6-9=0/436, 5-13=-2379/1135, 12-13=-1983/994, 1-13=-437/182 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) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 10-4-0, Exterior(2R) 10-4-0 to 16-4-0, Interior(1) 16-4-0 to 20-1-0 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 5-13 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-10 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 385 lb uplift at joint 12 and 323 lb uplift at joint 8. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. November 1,2021 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 2963705-SYNERGY-5210~N Truss C2 Truss Type ROOF TRUSS Qty 1 Ply 1 Job Reference (optional) T25831371 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:02 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-SkCelhRcOAylvBng0t2eMNNagcg7dnpfFgPPAPyNogx Scale = 1:35.1 1 2 3 5 4 6 7 8 12 11 10 9 13 14 15 16 6x8 3x4 4x6 4x4 3x4 4x6 3x4 4x6 3x4 2x4 2x4 2x4 3-2-57-10-4 6-6-4 6-6-4 14-9-12 8-3-8 20-1-0 5-3-4 6-6-4 6-6-4 7-10-0 1-3-12 10-4-0 2-6-0 14-9-12 4-5-12 20-1-0 5-3-4 3-9-54-9-130-9-13-9-55.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [5:0-1-0,0-0-3] 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 0.93 0.76 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.59 0.04 0.24 (loc) 9-10 9-10 8 9 l/defl >637 >407 n/a >982 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 8-11: 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-10-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. WEBS 1 Row at midpt 2-12 REACTIONS. (size)12=0-4-0, 8=Mechanical Max Horz 12=-211(LC 12) Max Uplift 12=-376(LC 12), 8=-334(LC 12) Max Grav 12=1094(LC 19), 8=1186(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1761/863, 3-5=-1669/730, 5-6=-1732/849, 6-8=-2018/776 BOT CHORD 10-12=-559/1659, 9-10=-559/1659, 8-9=-559/1659 WEBS 2-12=-1999/964, 2-10=0/528, 6-9=0/457 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) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 10-4-0, Exterior(2R) 10-4-0 to 16-4-0, Interior(1) 16-4-0 to 20-1-0 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) Ceiling dead load (5.0 psf) on member(s). 2-3, 3-4, 4-5, 5-6 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-10 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 12 and 334 lb uplift at joint 8. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. November 1,2021 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 2963705-SYNERGY-5210~N Truss C3 Truss Type ROOF TRUSS Qty 1 Ply 1 Job Reference (optional) T25831372 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:03 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-xxm1y1RE9U4cWLLtaaatuavq200aMCUoUK8yiryNogw Scale = 1:35.1 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 6x8 2x4 6x8 4x6 4x6 3x4 4x6 2x4 2x4 3x10 3x6 3x8 3x10 8-0-03-6-05-10-0 5-10-0 6-6-4 0-8-4 12-9-12 6-3-8 14-9-12 2-0-0 20-1-0 5-3-4 5-10-0 5-10-0 6-6-4 0-8-4 10-4-0 3-9-12 14-9-12 4-5-12 20-1-0 5-3-4 2-11-54-9-130-9-12-11-55.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [11:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.74 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.67 0.04 0.19 (loc) 10-11 10-11 9 10-11 l/defl >596 >356 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 2-5: 2x6 SP M 26, 5-9: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 *Except* 12-13: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-13 oc bracing. WEBS 1 Row at midpt 2-13 REACTIONS. (size)13=0-4-0, 9=Mechanical Max Horz 13=-156(LC 12) Max Uplift 13=-364(LC 12), 9=-340(LC 12) Max Grav 13=1081(LC 19), 9=1181(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2230/1019, 3-4=-1710/897, 4-5=-256/882, 5-6=-307/971, 6-7=-1709/882, 7-9=-2022/822 BOT CHORD 11-13=-730/2014, 10-11=-595/1649, 9-10=-595/1649 WEBS 7-10=0/498, 4-6=-2750/1281, 3-11=-428/1773, 2-13=-2168/1020, 2-11=-1407/547 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) 0-1-12 to 5-10-0, Interior(1) 5-10-0 to 10-4-0, Exterior(2R) 10-4-0 to 16-4-0, Interior(1) 16-4-0 to 20-1-0 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) Ceiling dead load (5.0 psf) on member(s). 2-3, 3-4, 6-7, 4-6 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-11 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 13 and 340 lb uplift at joint 9. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. November 1,2021 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 2963705-SYNERGY-5210~N Truss C4 Truss Type ROOF TRUSS Qty 1 Ply 1 Job Reference (optional) T25831373 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:04 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-P7KPANSsvoCT8Vw37I56RoS_FQMI5c4yi_uVEIyNogv Scale = 1:35.1 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 6x8 2x4 4x6 3x4 4x8 3x4 4x6 3x4 2x4 2x4 2x4 3x4 3x4 3-6-08-0-0 6-6-4 6-6-4 14-9-12 8-3-8 20-1-0 5-3-4 3-10-0 3-10-0 6-6-4 2-8-4 10-4-0 3-9-12 14-9-12 4-5-12 20-1-0 5-3-4 2-1-54-9-130-9-12-1-55.00 12 Plate Offsets (X,Y)-- [5:0-2-0,Edge], [9:0-5-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.71 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.73 0.05 -0.24 (loc) 10-11 10-11 9 9-10 l/defl >560 >327 n/a >993 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 1-2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing. REACTIONS. (size)13=0-4-0, 9=Mechanical Max Horz 13=171(LC 11) Max Uplift 13=-350(LC 12), 9=-342(LC 12) Max Grav 13=1103(LC 18), 9=1176(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1997/894, 3-4=-1689/887, 4-5=-205/805, 5-6=-193/827, 6-7=-1690/909, 7-9=-2040/854 BOT CHORD 11-13=-853/2106, 10-11=-616/1728, 9-10=-616/1728 WEBS 2-13=-2188/1066, 2-11=-456/286, 3-11=-55/625, 7-10=0/527, 4-6=-2592/1185 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) 0-1-12 to 3-10-0, Interior(1) 3-10-0 to 10-4-0, Exterior(2R) 10-4-0 to 16-4-0, Interior(1) 16-4-0 to 20-1-0 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) Ceiling dead load (5.0 psf) on member(s). 2-3, 3-4, 6-7, 4-6 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-11 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 lb uplift at joint 13 and 342 lb uplift at joint 9. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. November 1,2021 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 2963705-SYNERGY-5210~N Truss C5 Truss Type ROOF TRUSS Qty 1 Ply 1 Job Reference (optional) T25831374 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:05 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-tJunNjTUg5KKmfVFh?cLz??8Opg8q7C5xed3mkyNogu Scale = 1:36.4 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 4x4 ST1.5x8 STP 4x4 4x6 2x4 3x4 2x4 2x4 3x6 3x6 4x6 2x4 3x4 3-6-08-0-0 3-2-9 3-2-9 6-6-4 3-3-11 14-9-12 8-3-8 21-0-0 6-2-4 3-2-9 3-2-9 6-6-4 3-3-11 10-4-0 3-9-12 14-9-12 4-5-12 21-0-0 6-2-4 22-0-0 1-0-0 0-6-34-9-130-4-85.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-11], [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.80 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.81 0.05 0.33 (loc) 10-11 10-11 8 10 l/defl >562 >303 n/a >740 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 *Except* 1-12: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-10 oc bracing. REACTIONS. (size)1=0-4-0, 8=0-8-0 Max Horz 1=-222(LC 10) Max Uplift 1=-363(LC 12), 8=-483(LC 12) Max Grav 1=1168(LC 18), 8=1286(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2334/1130, 2-3=-2084/963, 3-4=-1770/945, 4-5=-296/979, 5-6=-304/1003, 6-7=-1791/938, 7-8=-2118/868 BOT CHORD 1-13=-924/2240, 11-13=-924/2240, 10-11=-635/1847, 8-10=-635/1847 WEBS 3-11=-82/640, 7-10=0/485, 4-6=-2867/1349, 2-11=-474/355 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) 0-2-0 to 6-2-0, Interior(1) 6-2-0 to 10-4-0, Exterior(2R) 10-4-0 to 16-4-0, Interior(1) 16-4-0 to 22-0-11 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-11 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 1 and 483 lb uplift at joint 8. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. November 1,2021 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 2963705-SYNERGY-5210~N Truss C6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25831375 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:06 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-LWS9a3U7RPSBNp4SFj7aWDXNjD?XZfAFAINcJAyNogt Scale = 1:36.6 1 2 3 4 5 6 7 9 8 10 11 4x4 ST1.5x8 STP 4x4 4x4 5x6 3x4 2x4 2x4 4x4 8-8-0 8-8-0 12-0-0 3-4-0 21-0-0 9-0-0 4-5-6 4-5-6 8-8-0 4-2-10 12-0-0 3-4-0 16-2-10 4-2-10 21-0-0 4-9-6 22-0-0 1-0-0 0-6-34-1-80-4-84-1-85.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-11], [8:0-3-0,0-3-0] 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 0.47 0.86 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.40 0.05 -0.15 (loc) 6-8 6-8 6 1-9 l/defl >999 >612 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 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 3-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. REACTIONS. (size)1=0-4-0, 6=0-8-0 Max Horz 1=-190(LC 10) Max Uplift 1=-411(LC 12), 6=-534(LC 12) Max Grav 1=1084(LC 17), 6=1189(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1949/1193, 2-3=-1563/950, 3-4=-1396/930, 4-5=-1565/939, 5-6=-1975/1228 BOT CHORD 1-9=-963/1870, 8-9=-597/1466, 6-8=-1007/1755 WEBS 2-9=-455/441, 3-9=-124/358, 4-8=-104/365, 5-8=-491/451 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) 0-2-0 to 6-2-0, Interior(1) 6-2-0 to 8-8-0, Exterior(2E) 8-8-0 to 12-0-0, Exterior(2R) 12-0-0 to 20-8-0, Interior(1) 20-8-0 to 22-0-11 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 411 lb uplift at joint 1 and 534 lb uplift at joint 6. November 1,2021 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 2963705-SYNERGY-5210~N Truss C7 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25831376 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:08 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-Huaw?kVNz0ivd6EqM892bedhm1lC1YIXdcsjN3yNogr Scale = 1:38.8 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 6x8 ST1.5x8 STP ST1.5x8 STP 6x8 3x8 5x6 WB3x6 6x8 3x8 Special Special Special Special Special Special Special Special Special Special 7-0-0 7-0-0 14-4-0 7-4-0 21-4-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-4-0 7-4-0 21-4-0 7-0-0 22-4-0 1-0-0 0-4-83-3-80-4-83-3-85.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [3:0-1-12,0-4-4], [4:0-4-0,0-2-2], [5:0-1-13,0-1-8], [7:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.59 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.35 0.09 0.15 (loc) 7-9 7-9 5 7-9 l/defl >999 >707 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-4: 2x6 SP M 26 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=-154(LC 23) Max Uplift 2=-996(LC 8), 5=-996(LC 8) Max Grav 2=1971(LC 29), 5=1972(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4011/1866, 3-4=-3664/1784, 4-5=-4021/1865 BOT CHORD 2-9=-1570/3679, 7-9=-1571/3712, 5-7=-1570/3579 WEBS 3-9=-27/812, 4-7=-35/819 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 996 lb uplift at joint 2 and 996 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 429 lb down and 398 lb up at 7-0-0, 231 lb down and 203 lb up at 9-0-12, 231 lb down and 203 lb up at 10-8-0, and 231 lb down and 203 lb up at 12-3-4, and 429 lb down and 398 lb up at 14-4-0 on top chord, and 400 lb down and 149 lb up at 7-0-0, 85 lb down at 9-0-12, 85 lb down at 10-8-0, and 85 lb down at 12-3-4, and 400 lb down and 149 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-5=-20 Continued on page 2 November 1,2021 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 2963705-SYNERGY-5210~N Truss C7 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25831376 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:08 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-Huaw?kVNz0ivd6EqM892bedhm1lC1YIXdcsjN3yNogr LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-199(F) 4=-199(F) 8=-61(F) 9=-381(F) 7=-381(F) 11=-136(F) 12=-136(F) 13=-136(F) 15=-61(F) 16=-61(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 2963705-SYNERGY-5210~N Truss CJ1 Truss Type Jack-Open Qty 27 Ply 1 Job Reference (optional) T25831377 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:08 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-Huaw?kVNz0ivd6EqM892bedn11uq1cAXdcsjN3yNogr Scale = 1:6.7 1 2 4 3 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-80-9-80-4-70-5-10-9-85.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 3 4 l/defl >999 >999 n/a >999 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 Max Horz 2=63(LC 12) Max Uplift 3=-6(LC 1), 2=-167(LC 12) Max Grav 3=37(LC 12), 2=171(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3 and 167 lb uplift at joint 2. (3)- 0.131x3.5" TOENAILS November 1,2021 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 2963705-SYNERGY-5210~N Truss CJ3 Truss Type Jack-Open Qty 20 Ply 1 Job Reference (optional) T25831378 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:09 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-l57ID4W?kKqmEGp0wrgH8r9xhRDQm3QhsGbGvVyNogq Scale = 1:11.0 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 0-4-81-7-81-3-11-7-85.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES 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=113(LC 12) Max Uplift 3=-52(LC 12), 2=-181(LC 12) Max Grav 3=83(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 52 lb uplift at joint 3 and 181 lb uplift at joint 2. November 1,2021 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 2963705-SYNERGY-5210~N Truss CJ5 Truss Type Jack-Open Qty 14 Ply 1 Job Reference (optional) T25831379 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:11 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-iTF2emYFGx5TUazP2GjlDGFA6Er?Ezw_Ja4N_OyNogo Scale = 1:16.9 1 2 3 4 4x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-82-5-85.00 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-P 0.69 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=163(LC 12) Max Uplift 3=-127(LC 12), 2=-197(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 127 lb uplift at joint 3 and 197 lb uplift at joint 2. November 1,2021 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 2963705-SYNERGY-5210~N Truss CJ31 Truss Type Corner Jack Qty 4 Ply 1 Job Reference (optional) T25831380 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:10 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-DHhgQQXdVeycsQODUZCWg3i6QqZfVWgq5wLqSxyNogp Scale = 1:11.0 1 2 3 2x4 ST1.5x8 STP 3-0-0 3-0-0 3-0-0 3-0-0 0-4-81-7-81-3-11-7-85.00 12 Plate Offsets (X,Y)-- [1:0-1-6,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 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) 1-3 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 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)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=78(LC 12) Max Uplift 1=-33(LC 12), 2=-85(LC 12) Max Grav 1=123(LC 17), 2=109(LC 17), 3=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 33 lb uplift at joint 1 and 85 lb uplift at joint 2. November 1,2021 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 2963705-SYNERGY-5210~N Truss D1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T25831381 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:12 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-AgpQr6Yt1FDK5kYbbzE_mUnGRe4NzE37YEqwWqyNogn Scale = 1:36.8 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 5x8 ST1.5x8 STP 5x6 5x8 3x4 8x12 5x8 6x8 3x4 2x4 7x8 7x8 Special Special Special Special Special Special Special 4-4-14 4-4-14 8-3-0 3-10-2 13-0-0 4-9-0 18-4-0 5-4-0 20-7-0 2-3-0 -1-0-0 1-0-0 4-4-14 4-4-14 8-3-0 3-10-2 13-0-0 4-9-0 18-4-0 5-4-0 20-7-0 2-3-0 0-4-81-7-13-9-121-7-13-9-125.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-14], [4:0-5-12,0-2-8], [5:0-3-0,0-2-4], [8:0-5-12,0-4-4], [9:0-4-0,0-4-12], [11:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.76 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.37 0.07 0.24 (loc) 8-9 8-9 8 8-9 l/defl >999 >648 n/a >986 L/d 360 240 n/a 240 PLATES MT20 Weight: 241 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-8: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. REACTIONS. (size)8=0-4-0, 2=0-8-0 Max Horz 2=143(LC 24) Max Uplift 8=-3034(LC 8), 2=-2337(LC 8) Max Grav 8=6519(LC 30), 2=4817(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10951/5119, 3-4=-10313/4892, 4-5=-9713/4606, 5-6=-10408/4851, 6-7=-1488/596 BOT CHORD 2-12=-4676/9929, 11-12=-4676/9929, 9-11=-4495/9638, 8-9=-3996/8449 WEBS 3-12=-164/505, 3-11=-623/278, 4-11=-1686/3593, 4-9=-183/619, 5-9=-1604/3641, 6-9=-700/1295, 6-8=-8343/4014 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; 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 3034 lb uplift at joint 8 and 2337 lb uplift at joint 2. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2359 lb down and 1172 lb up at 7-1-8, 1244 lb down and 587 lb up at 9-0-12, 1290 lb down and 612 lb up at 11-0-12, 1267 lb down and 555 lb up at 13-0-12, 1145 lb down and 495 lb up at 15-0-12, and 1191 lb down and 514 lb up at 17-0-12, and 1367 lb down and 581 lb up at 19-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 November 1,2021 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 2963705-SYNERGY-5210~N Truss D1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T25831381 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:12 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-AgpQr6Yt1FDK5kYbbzE_mUnGRe4NzE37YEqwWqyNogn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-6=-70, 6-7=-70, 2-8=-20 Concentrated Loads (lb) Vert: 9=-1177(F) 13=-2359(F) 14=-1244(F) 15=-1290(F) 16=-1068(F) 17=-1083(F) 18=-1220(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 2963705-SYNERGY-5210~N Truss D2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25831382 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:13 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-esNp2SZWoZLBju6o9hlDIhKWN2RzirfHnuZU3GyNogm Scale = 1:36.3 1 2 3 4 5 6 7 10 9 8 11 12 4x6 ST1.5x8 STP 4x6 3x6 3x4 3x4 4x6 3x6 3x4 3x4 3x4 6-6-0 6-6-0 14-9-0 8-3-0 20-7-0 5-10-0 -1-0-0 1-0-0 6-6-0 6-6-0 10-7-8 4-1-8 14-9-0 4-1-8 20-7-0 5-10-0 0-4-83-1-00-7-133-1-05.00 12 Plate Offsets (X,Y)-- [7:0-3-13,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.68 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.23 0.05 0.10 (loc) 8-10 8-10 7 2-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 3-2-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing. REACTIONS. (size)7=0-4-0, 2=0-8-0 Max Horz 2=141(LC 11) Max Uplift 7=-406(LC 12), 2=-529(LC 12) Max Grav 7=908(LC 1), 2=1012(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1692/1120, 3-4=-1474/1123, 4-5=-1412/1081, 5-7=-1617/1088 BOT CHORD 2-10=-887/1458, 8-10=-1078/1651, 7-8=-845/1395 WEBS 3-10=-94/365, 4-10=-309/260, 4-8=-375/278, 5-8=-96/371 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 6-6-0, Exterior(2E) 6-6-0 to 20-7-0 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 406 lb uplift at joint 7 and 529 lb uplift at joint 2. November 1,2021 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 2963705-SYNERGY-5210~N Truss D3 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25831383 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:14 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-62xBGoa8ZsT2L1h_jOGSrvtgDSicRDDQ0YJ1bjyNogl Scale = 1:36.9 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 4x4 ST1.5x8 STP 4x4 4x4 5x6 4x6 4x6 3x6 3x4 3x4 3x4 Special Special Special Special Special Special Special 6-11-0 6-11-0 12-10-12 5-11-12 16-9-0 3-10-4 20-7-0 3-10-0 -1-0-0 1-0-0 6-11-0 6-11-0 9-4-0 2-5-0 12-10-12 3-6-12 16-9-0 3-10-4 20-7-0 3-10-0 0-4-82-3-03-3-10-7-132-3-05.00 12 Plate Offsets (X,Y)-- [2:0-11-4,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.97 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.25 0.06 0.18 (loc) 9 9 7 9 l/defl >999 >949 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 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 2-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. REACTIONS. (size)7=0-4-0, 2=0-8-0 Max Horz 2=148(LC 7) Max Uplift 7=-697(LC 8), 2=-633(LC 8) Max Grav 7=1479(LC 1), 2=1194(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2141/972, 3-4=-2033/993, 4-5=-3560/1786, 5-6=-2476/1267, 6-7=-2781/1339 BOT CHORD 2-11=-783/1870, 9-11=-1515/3265, 8-9=-1672/3560, 7-8=-1124/2404 WEBS 3-11=-524/1253, 4-11=-1764/926, 4-9=-400/475, 5-9=-43/296, 5-8=-1215/581, 6-8=-376/923 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 697 lb uplift at joint 7 and 633 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 165 lb down and 132 lb up at 15-10-12, and 25 lb down and 60 lb up at 17-10-12, and 85 lb down and 114 lb up at 19-10-4 on top chord, and 480 lb down and 280 lb up at 13-10-12, 42 lb down at 15-10-12, and 109 lb down and 69 lb up at 17-10-12, and 59 lb down at 19-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 6-7=-70, 2-7=-20 Concentrated Loads (lb) Vert: 13=-57(B) 15=-54(B) 16=-480(B) 17=-21(B) 18=-108(B) 19=-48(B) November 1,2021 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 2963705-SYNERGY-5210~N Truss D4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25831384 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:15 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-aEVZT8bmKAbvyBGAH6nhN6PpTr8hAm4ZEC2b79yNogk Scale = 1:25.6 1 2 3 4 5 6 7 8 9 5x6 ST1.5x8 STP 6x8 4x4 2x4 4x6 2x4 6-11-0 6-11-0 11-4-0 4-5-0 13-10-0 2-6-0 -1-0-0 1-0-0 6-11-0 6-11-0 11-4-0 4-5-0 13-10-0 2-6-0 0-4-81-5-03-3-11-5-05.00 12 Plate Offsets (X,Y)-- [5:0-8-0,0-0-1] 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 0.86 0.60 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.14 0.02 0.10 (loc) 5-7 5-7 5 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 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 4-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-2 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0 Max Horz 2=121(LC 11) Max Uplift 5=-267(LC 12), 2=-389(LC 12) Max Grav 5=596(LC 1), 2=703(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-951/779, 3-4=-859/811, 4-5=-856/868 BOT CHORD 2-7=-701/782, 5-7=-701/783 WEBS 3-7=-18/309 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 6-11-0, Exterior(2E) 6-11-0 to 11-3-10, Interior(1) 11-3-10 to 13-8-4 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 267 lb uplift at joint 5 and 389 lb uplift at joint 2. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 1,2021 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 2963705-SYNERGY-5210~N Truss D5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25831385 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:16 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-2R3xhUbO5UjmaLrNqpJwwKy6BFVpvAujTso8fbyNogj Scale = 1:25.4 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 4x4 2x4 3x8 3x8 3x8 3x8 2x4 5x8 3-8-0 3-8-0 6-11-0 3-3-0 10-2-0 3-3-0 13-10-0 3-8-0 -1-0-0 1-0-0 3-8-0 3-8-0 6-11-0 3-3-0 10-2-0 3-3-0 13-10-0 3-8-0 0-4-83-3-10-4-80-8-05.00 12 Plate Offsets (X,Y)-- [8:0-3-4,0-1-8], [10:0-3-4,0-1-8] 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 0.35 0.54 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.07 0.09 (loc) 8-9 8-9 6 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-11,5-7: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=149(LC 11) Max Uplift 6=-260(LC 12), 2=-388(LC 12) Max Grav 6=587(LC 1), 2=695(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1069/1034, 3-4=-1002/958, 4-5=-1002/970, 5-6=-1105/1044 BOT CHORD 2-11=-875/957, 9-10=-1539/1678, 8-9=-1473/1632, 6-7=-852/947 WEBS 4-9=-408/484, 5-9=-841/920, 3-9=-837/896 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 6-11-0, Exterior(2R) 6-11-0 to 12-11-0, Interior(1) 12-11-0 to 13-6-0 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) 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 260 lb uplift at joint 6 and 388 lb uplift at joint 2. November 1,2021 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 2963705-SYNERGY-5210~N Truss D6 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25831386 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:18 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-_pAh69dec5zUpf?lyELO?l1Qh37vN6r0xAHFkUyNogh Scale = 1:26.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 3x4 4x8 4x12 4x12 4x8 3x4 3x4 3x4 3x4 Special Special Special Special Special Special 3-8-0 3-8-0 5-0-0 1-4-0 8-10-0 3-10-0 10-2-0 1-4-0 13-10-0 3-8-0 -1-0-0 1-0-0 3-8-0 3-8-0 5-0-0 1-4-0 8-10-0 3-10-0 10-2-0 1-4-0 13-10-0 3-8-0 14-10-0 1-0-0 0-4-82-5-80-4-80-8-02-5-85.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [7:0-0-14,Edge], [10:0-5-12,Edge], [13:0-5-12,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.76 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.16 0.09 (loc) 11 11-12 7 l/defl >999 >970 n/a L/d 240 240 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-14,6-9: 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-4 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-117(LC 23) Max Uplift 2=-555(LC 8), 7=-567(LC 8) Max Grav 2=1024(LC 29), 7=1051(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1768/809, 3-4=-2385/1129, 4-5=-2266/1091, 5-6=-2401/1131, 6-7=-1830/837 BOT CHORD 2-14=-652/1614, 12-13=-1112/2750, 11-12=-954/2309, 10-11=-1145/2739, 7-9=-659/1581 WEBS 3-12=-533/186, 4-12=-137/458, 5-11=-158/492, 6-11=-664/258 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 555 lb uplift at joint 2 and 567 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 384 lb down and 294 lb up at 5-0-0, and 171 lb down and 132 lb up at 6-11-0, and 384 lb down and 294 lb up at 8-10-0 on top chord, and 65 lb down and 40 lb up at 5-0-12, and 65 lb down and 40 lb up at 6-11-0, and 168 lb down and 100 lb up at 8-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-8=-70, 2-14=-20, 10-13=-20, 7-9=-20 Concentrated Loads (lb) Vert: 4=-136(B) 5=-136(B) 12=-61(B) 11=-152(B) 15=-69(B) 16=-61(B) November 1,2021 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 2963705-SYNERGY-5210~N Truss EJ3 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T25831387 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:19 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-T0k4JVeGNP5LRpaxWysdYyaf9Tdl6bv99q0oGwyNogg Scale = 1:11.0 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 0-4-81-7-85.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES 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=113(LC 12) Max Uplift 3=-52(LC 12), 2=-181(LC 12) Max Grav 3=83(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 52 lb uplift at joint 3 and 181 lb uplift at joint 2. November 1,2021 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 2963705-SYNERGY-5210~N Truss EJ4 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T25831388 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:20 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-xCISWrev8iDC3y983fNs4A6ogsqjr29IOTmMoMyNogf Scale = 1:14.0 1 2 34 3x4 ST1.5x8 STP 2x4 2x4 LUS24 4-6-0 4-6-0 4-6-0 4-6-0 0-4-82-3-05.00 12 Plate Offsets (X,Y)-- [1:0-3-12,0-0-14] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.67 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 0.00 (loc) 1-3 1-3 l/defl >999 >973 n/a L/d 240 240 n/a PLATES MT20 Weight: 20 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 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 3=Mechanical Max Horz 1=109(LC 8) Max Uplift 1=-180(LC 8), 3=-260(LC 8) Max Grav 1=437(LC 1), 3=500(LC 1) 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 180 lb uplift at joint 1 and 260 lb uplift at joint 3. 7) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 2-6-12 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. 8) Fill all nail holes where hanger is in contact with lumber. 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: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 4=-576(F) November 1,2021 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 2963705-SYNERGY-5210~N Truss EJ4A Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T25831389 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:23 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-Ln_a9thnRdbmwQtjlnxZiokGb4_z2Oul4R_0PhyNogc Scale = 1:13.7 1 2 3 4 4x4 ST1.5x8 STP 4-4-0 4-4-0 -1-0-0 1-0-0 4-4-0 4-4-0 0-4-82-2-31-9-122-2-35.00 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 0.46 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -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 4-4-0 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=146(LC 12) Max Uplift 3=-104(LC 12), 2=-190(LC 12) Max Grav 3=146(LC 17), 2=302(LC 17), 4=79(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 104 lb uplift at joint 3 and 190 lb uplift at joint 2. November 1,2021 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 2963705-SYNERGY-5210~N Truss EJ5 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T25831390 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:24 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-pzXzMDiPCxjdYaSvIVSoF0HP8UC?nr8uJ5kZx7yNogb Scale = 1:15.1 1 2 5 3 4 3x6 2x4 3x8 2x4 1-10-0 1-10-0 5-0-0 3-2-0 1-10-0 1-10-0 5-0-0 3-2-0 0-4-82-5-80-4-72-1-11-9-80-8-05.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-5-15,0-0-11], [2:0-0-14,0-2-1] 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-R 0.61 0.58 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 -0.05 0.11 (loc) 2-4 2-4 4 2-4 l/defl >999 >669 n/a >511 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 *Except* 2-5: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 1=129(LC 12) Max Uplift 1=-71(LC 12), 3=-107(LC 12), 4=-20(LC 12) Max Grav 1=232(LC 17), 3=161(LC 17), 4=93(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 71 lb uplift at joint 1, 107 lb uplift at joint 3 and 20 lb uplift at joint 4. November 1,2021 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 2963705-SYNERGY-5210~N Truss EJ6 Truss Type Jack-Open Qty 13 Ply 1 Job Reference (optional) T25831391 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:24 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-pzXzMDiPCxjdYaSvIVSoF0HMEUFtnr8uJ5kZx7yNogb Scale = 1:19.3 1 2 5 3 4 4x4 ST1.5x8 STP 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-4-82-10-85.00 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-P 0.79 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >568 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 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 5-5-10 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=188(LC 12) Max Uplift 3=-161(LC 12), 2=-209(LC 12) Max Grav 3=220(LC 17), 2=376(LC 17), 4=112(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 5-11-4 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 161 lb uplift at joint 3 and 209 lb uplift at joint 2. November 1,2021 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 2963705-SYNERGY-5210~N Truss EJ7 Truss Type Jack-Open Qty 28 Ply 1 Job Reference (optional) T25831392 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:25 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-HA5LaYi1zFrU9k15sCz1nDqW0tWsWIO2YlT6UayNoga Scale = 1:21.3 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 0-4-83-3-85.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] 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 0.85 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 >997 >397 n/a >495 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 2-2-0 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=213(LC 12) Max Uplift 3=-171(LC 12), 2=-221(LC 12) Max Grav 3=243(LC 17), 2=422(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 171 lb uplift at joint 3 and 221 lb uplift at joint 2. November 1,2021 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 2963705-SYNERGY-5210~N Truss EJ41 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25831393 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:21 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-POsqkBfXv0L3h6kKdMu5dNfwHGHDaVOSd7VvLpyNoge Scale = 1:14.0 1 2 3 4 4x4 ST1.5x8 STP 4-6-0 4-6-0 -1-0-0 1-0-0 4-6-0 4-6-0 0-4-82-3-01-10-92-3-05.00 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-P 0.52 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -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: 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 4-6-0 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=150(LC 12) Max Uplift 3=-110(LC 12), 2=-192(LC 12) Max Grav 3=154(LC 17), 2=309(LC 17), 4=82(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 110 lb uplift at joint 3 and 192 lb uplift at joint 2. November 1,2021 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 2963705-SYNERGY-5210~N Truss EJ42 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25831394 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:21 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-POsqkBfXv0L3h6kKdMu5dNf?fGFHaUASd7VvLpyNoge Scale = 1:11.5 1 2 3 6 4 5 4x4 ST1.5x8 STP 4x4 2x4 3-3-8 3-3-8 4-6-0 1-2-8 -1-0-0 1-0-0 3-3-8 3-3-8 4-6-0 1-2-8 0-4-81-8-151-5-71-8-155.00 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 0.33 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.02 0.04 (loc) 2-6 2-6 4 2-6 l/defl >999 >999 n/a >999 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 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 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=122(LC 12) Max Uplift 4=-29(LC 8), 2=-203(LC 12), 5=-49(LC 12) Max Grav 4=40(LC 1), 2=310(LC 17), 5=139(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-195/263 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) 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 29 lb uplift at joint 4, 203 lb uplift at joint 2 and 49 lb uplift at joint 5. November 1,2021 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 2963705-SYNERGY-5210~N Truss EJ43 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25831395 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:22 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-tbQCxXg9gKTvIGIWB4PKAbC9vgbYJxxbrnFStFyNogd Scale = 1:11.1 1 2 3 6 4 5 4x4 ST1.5x8 STP 4x4 2x4 1-4-0 1-4-0 4-6-0 3-2-0 -1-0-0 1-0-0 1-4-0 1-4-0 4-6-0 3-2-0 0-4-80-11-30-7-110-11-35.00 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 0.27 0.33 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.02 0.03 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 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 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 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=73(LC 12) Max Uplift 4=-78(LC 8), 2=-216(LC 12) Max Grav 4=109(LC 1), 2=298(LC 1), 5=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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 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 78 lb uplift at joint 4 and 216 lb uplift at joint 2. November 1,2021 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 2963705-SYNERGY-5210~N Truss EJ71 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) T25831396 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:26 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-lMfjnujfkYzLntcIQwUGKRMn2Hr8FleBmPDg00yNogZ Scale = 1:21.3 1 2 3 6 7 4 5 4x4 ST1.5x8 STP 2x4 5x12 3-4-0 3-4-0 7-0-0 3-8-0 -1-0-0 1-0-0 3-4-0 3-4-0 7-0-0 3-8-0 0-4-83-3-82-3-82-11-11-0-05.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [3:0-7-0,0-1-13] 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-R 0.45 0.80 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.25 -0.18 0.31 (loc) 3 3-5 5 3-5 l/defl >730 >319 n/a >256 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-6: 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 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=213(LC 12) Max Uplift 4=-137(LC 12), 2=-221(LC 12), 5=-24(LC 12) Max Grav 4=220(LC 17), 2=422(LC 17), 5=113(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 137 lb uplift at joint 4, 221 lb uplift at joint 2 and 24 lb uplift at joint 5. November 1,2021 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 2963705-SYNERGY-5210~N Truss G Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T25831397 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:27 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-EYD5_EkIVs6CP1BU_d?VtevxXhGR_9TK?3yDYSyNogY Scale = 1:27.1 1 2 3 4 5 7 6 8 6x8 ST1.5x8 STP ST1.5x8 STP 2x4 3x4 3x6 2x4 3-11-12 3-11-12 7-8-0 3-8-4 8-0-0 0-4-0 8-8-0 0-8-0 3-11-12 3-11-12 7-8-0 3-8-4 8-8-0 1-0-0 9-8-0 1-0-0 3-11-130-4-85.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-10-8] 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 0.53 0.47 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.16 0.00 -0.05 (loc) 6-7 6-7 6 6-7 l/defl >995 >552 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-8-0, 6=0-8-0 Max Horz 7=-253(LC 12) Max Uplift 7=-184(LC 12), 6=-249(LC 12) Max Grav 7=369(LC 18), 6=523(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-382/281, 3-4=-285/1 BOT CHORD 6-7=-65/289, 4-6=-65/289 WEBS 3-6=-301/734, 2-7=-442/578 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) 0-1-12 to 8-8-0, Interior(1) 8-8-0 to 9-8-11 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 7 and 249 lb uplift at joint 6. November 1,2021 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 2963705-SYNERGY-5210~N Truss G1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25831398 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:28 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-ilnTCalwGAE30BmgXLWkPsS2e5Z2jeeUEjin4vyNogX Scale = 1:34.7 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x8 ST1.5x8 STP ST1.5x8 STP 4x6 4x4 3x4 2x4 3x4 6x8 4x4 4x4 3x4 7-10-8 7-10-8 11-2-8 3-4-0 18-5-0 7-2-8 19-1-0 0-8-0 -1-0-0 1-0-0 7-10-8 7-10-8 11-2-8 3-4-0 19-1-0 7-10-8 20-1-0 1-0-0 0-4-83-7-140-4-83-7-145.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [3:0-5-4,0-2-0], [6:0-3-2,0-3-0] 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 0.83 0.70 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.26 0.03 0.15 (loc) 2-10 2-10 6 2-10 l/defl >999 >841 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 3-11-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-173(LC 10) Max Uplift 2=-488(LC 12), 6=-488(LC 12) Max Grav 2=926(LC 1), 6=926(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1379/892, 3-4=-1140/913, 4-6=-1328/872 BOT CHORD 2-10=-628/1170, 8-10=-629/1178, 6-8=-601/1134 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 7-10-8, Exterior(2E) 7-10-8 to 11-2-8, Exterior(2R) 11-2-8 to 19-8-5, Interior(1) 19-8-5 to 20-1-11 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) 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 488 lb uplift at joint 2 and 488 lb uplift at joint 6. November 1,2021 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 2963705-SYNERGY-5210~N Truss G2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25831399 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:29 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-AxLsPwlY1TMweLLs521zy3_EbVx8S45dSNRKdLyNogW Scale = 1:34.7 1 2 3 4 5 6 7 10 9 8 11 12 4x8 ST1.5x8 STP ST1.5x8 STP 4x6 4x4 3x4 2x4 3x4 6x8 4x4 4x4 3x4 6-4-0 6-4-0 12-9-0 6-5-0 18-5-0 5-8-0 19-1-0 0-8-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-9-0 6-5-0 19-1-0 6-4-0 20-1-0 1-0-0 0-4-83-0-30-4-83-0-35.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [3:0-5-4,0-2-0], [6:0-3-2,0-3-0] 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 0.75 0.52 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.04 0.08 (loc) 2-10 2-10 6 2-10 l/defl >999 >999 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 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 3-1-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=143(LC 11) Max Uplift 2=-488(LC 12), 6=-488(LC 12) Max Grav 2=926(LC 1), 6=926(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1500/1018, 3-4=-1277/1011, 4-6=-1480/1005 BOT CHORD 2-10=-760/1289, 8-10=-759/1297, 6-8=-752/1270 WEBS 3-10=0/269, 4-8=0/250 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 6-4-0, Exterior(2E) 6-4-0 to 20-1-11 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) 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 488 lb uplift at joint 2 and 488 lb uplift at joint 6. November 1,2021 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 2963705-SYNERGY-5210~N Truss G3 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25831400 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:30 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-e7vEdGmAonUnGVw3flZCUHXYDuLFBXSnh1Bt9nyNogV Scale = 1:19.8 1 2 3 4 5 6 9 8 7 10 113x4 ST1.5x8 STP 2x4 4x4 4x8 4x4 2x4 3x4 3x4 Special Special Special Special Special Special 3-0-0 3-0-0 6-4-0 3-4-0 9-4-0 3-0-0 2-4-0 2-4-0 3-0-0 0-8-0 6-4-0 3-4-0 9-4-0 3-0-0 10-4-0 1-0-0 1-4-31-7-80-4-81-7-85.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.21 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.01 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=Mechanical, 5=0-8-0 Max Horz 9=-98(LC 8) Max Uplift 9=-182(LC 8), 5=-309(LC 8) Max Grav 9=452(LC 30), 5=589(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-795/296, 3-4=-717/259, 4-5=-825/266 BOT CHORD 8-9=-221/765, 7-8=-210/786, 5-7=-191/727 WEBS 2-9=-774/306 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 9 and 309 lb uplift at joint 5. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 259 lb down and 169 lb up at 3-0-0, and 114 lb down and 63 lb up at 4-8-0, and 259 lb down and 181 lb up at 6-4-0 on top chord, and 70 lb down at 3-0-0, and 16 lb down at 4-8-0, and 70 lb down at 6-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 4-6=-70, 5-9=-20 Concentrated Loads (lb) Vert: 3=-4(F) 4=-4(F) 8=-11(F) 7=-11(F) 11=-6(F) November 1,2021 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 2963705-SYNERGY-5210~N Truss G4 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25831401 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:31 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-6JTcqcnoZ5cetfUFDT4R1U4Y?Ibywt5wwhwRhDyNogU Scale = 1:35.3 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 4x8 ST1.5x8 STP ST1.5x8 STP 5x12 4x6 4x6 2x4 4x8 2x4 4x6 3x6 3x4 Special Special Special Special Special Special Special Special Special 4-4-0 4-4-0 9-2-8 4-10-8 14-1-0 4-10-8 18-1-0 4-0-0 18-5-0 0-4-0 19-1-0 0-8-0 -1-0-0 1-0-0 4-4-0 4-4-0 9-2-8 4-10-8 14-1-0 4-10-8 14-5-0 0-4-0 18-1-0 3-8-0 19-1-0 1-0-0 20-1-0 1-0-0 0-4-82-2-32-3-130-4-82-2-35.00 12 Plate Offsets (X,Y)-- [2:0-11-4,Edge], [3:0-5-4,0-2-0], [5:0-5-12,0-2-15], [7:0-0-4,0-10-8] 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 0.89 0.63 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.31 0.04 0.23 (loc) 11-13 11-13 10 11-13 l/defl >999 >679 n/a >934 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-9: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 8-12: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-110(LC 6) Max Uplift 2=-695(LC 8), 10=-668(LC 8) Max Grav 2=1309(LC 29), 10=1264(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2520/1187, 3-4=-3322/1711, 4-5=-3322/1711, 5-6=-2042/1027, 6-7=-1783/841, 7-8=-1537/654 BOT CHORD 2-14=-1004/2312, 13-14=-998/2326, 11-13=-774/1825, 10-11=-647/1549, 8-10=-647/1549 WEBS 3-14=0/300, 3-13=-660/1209, 4-13=-471/377, 5-13=-888/1660, 5-11=-1675/891, 6-11=-791/1644, 7-10=-672/437 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 695 lb uplift at joint 2 and 668 lb uplift at joint 10. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 214 lb down and 185 lb up at 4-4-0, 159 lb down and 125 lb up at 5-1-13, and 159 lb down and 123 lb up at 7-1-13, and 159 lb down and 123 lb up at 9-1-13 on top chord, and 62 lb down at 4-4-0, 39 lb down at 5-1-13, 39 lb down at 7-1-13, and 39 lb down at 9-1-13, and 365 lb down and 225 lb up at 9-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 November 1,2021 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 2963705-SYNERGY-5210~N Truss G4 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25831401 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:31 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-6JTcqcnoZ5cetfUFDT4R1U4Y?Ibywt5wwhwRhDyNogU LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 6-9=-70, 2-8=-20 Concentrated Loads (lb) Vert: 3=-80(F) 14=-26(F) 13=-19(F) 4=-51(F) 15=-51(F) 16=-51(F) 17=-19(F) 18=-19(F) 19=-363(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 2963705-SYNERGY-5210~N Truss GGR Truss Type Jack-Closed Girder Qty 1 Ply 1 Job Reference (optional) T25831402 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:32 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-aW0_2yoQJOkVVo3RmAbgaicr9i_0fT739Lg_DgyNogT Scale = 1:13.7 1 2 34 3x4 ST1.5x8 STP 2x4 2x4 Special 4-4-0 4-4-0 4-4-0 4-4-0 0-4-82-2-35.00 12 Plate Offsets (X,Y)-- [1:0-3-12,0-0-14] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.00 (loc) 1-3 1-3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 19 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 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 3=Mechanical Max Horz 1=105(LC 8) Max Uplift 1=-144(LC 8), 3=-205(LC 8) Max Grav 1=370(LC 25), 3=413(LC 25) 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 144 lb uplift at joint 1 and 205 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 402 lb down and 202 lb up at 2-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 4=-390(F) November 1,2021 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 2963705-SYNERGY-5210~N Truss HJ3 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T25831403 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:33 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-2iaMFIp34isM7yeeKu6v6v91B6NlOwNDN?PYm6yNogS Scale = 1:11.1 1 2 3 5 4 2x4 Special Special 4-2-3 4-2-3 -1-5-0 1-5-0 4-2-3 4-2-3 0-4-81-7-40-4-11-3-31-7-43.54 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 0.26 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=111(LC 8) Max Uplift 3=-73(LC 8), 2=-243(LC 8) Max Grav 3=110(LC 13), 2=350(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 73 lb uplift at joint 3 and 243 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 9 lb up at 1-6-1, and 48 lb down and 9 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 November 1,2021 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 2963705-SYNERGY-5210~N Truss HJ4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25831404 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:35 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-?5i7gzqJcJ63MGo0SJ8NBKEHmv?fsqsWrJueq?yNogQ Scale = 1:16.2 1 2 5 3 6 7 4 2x4 ST1.5x8 STP ST1.5x8 STP Special Special Special Special Special Special 0-8-0 0-8-0 6-0-13 5-4-13 -1-5-0 1-5-0 3-3-2 3-3-2 6-0-13 2-9-10 0-4-82-1-150-4-11-9-142-1-153.54 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] 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 0.64 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 -0.00 -0.05 (loc) 2-4 2-4 3 2-4 l/defl >999 >549 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=144(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 3=-141(LC 8), 2=-265(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=440(LC 28), 2=400(LC 1) 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 141 lb uplift at joint 3 and 265 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 82 lb up at 4-4-0, and 135 lb down and 82 lb up at 4-4-0 on top chord, and 48 lb down and 9 lb up at 1-6-1, 48 lb down and 9 lb up at 1-6-1, and 12 lb down at 4-4-0, and 12 lb down at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 November 1,2021 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 2963705-SYNERGY-5210~N Truss HJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T25831405 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:36 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-THGVtJrxNdEw_QND?0fckYnV7JHWbH6f3zeCNRyNogP Scale = 1:17.8 1 2 3 4 9 8 7 6 5 10 3x4 2x4 4x6 4x6 2x4 3x4 Special Special NAILED Special Special NAILED 4-6-12 4-6-12 5-0-12 0-6-0 7-0-2 1-11-6 -1-5-0 1-5-0 4-6-12 4-6-12 7-0-2 2-5-6 0-4-82-5-40-4-12-1-31-9-40-8-03.54 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.13 0.02 0.09 (loc) 8 8 6 8 l/defl >999 >603 n/a >830 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 7-9 REACTIONS. (size)2=0-10-15, 6=Mechanical, 4=Mechanical Max Horz 2=157(LC 8) Max Uplift 2=-277(LC 8), 6=-32(LC 8), 4=-98(LC 8) Max Grav 2=479(LC 28), 6=136(LC 28), 4=186(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-462/84 BOT CHORD 2-9=-139/406 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 277 lb uplift at joint 2, 32 lb uplift at joint 6 and 98 lb uplift at joint 4. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (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) 152 lb down and 119 lb up at 4-4-0, and 135 lb down and 82 lb up at 4-4-0 on top chord, and 48 lb down and 9 lb up at 1-6-1, and 48 lb down and 9 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-9=-20, 8-9=-20, 5-7=-20 November 1,2021 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 2963705-SYNERGY-5210~N Truss HJ7 Truss Type Diagonal Hip Girder Qty 7 Ply 1 Job Reference (optional) T25831406 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:37 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-xTqt5fsZ8xMnbayPZjBrGlKfwjghKd_pIdNlvtyNogO Scale = 1:22.4 1 2 3 7 6 5 8 9 4 10 11 12 2x4 ST1.5x8 STP ST1.5x8 STP 2x4 3x4 3x6 Special Special Special Special Special Special Special Special Special Special 0-8-0 0-8-0 5-1-12 4-5-12 9-10-1 4-8-4 -1-5-0 1-5-0 5-1-12 5-1-12 9-10-1 4-8-4 0-4-83-3-43.54 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] 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 0.54 0.48 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.01 -0.03 (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 5-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-10-1 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=212(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 4=-142(LC 8), 2=-348(LC 8), 6=-133(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=654(LC 28), 2=596(LC 1), 6=386(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1031/326 BOT CHORD 2-7=-437/954, 6-7=-437/954 WEBS 3-7=0/269, 3-6=-1011/463 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 142 lb uplift at joint 4, 348 lb uplift at joint 2 and 133 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 82 lb up at 4-4-0, 135 lb down and 82 lb up at 4-4-0, and 202 lb down and 169 lb up at 7-1-15, and 202 lb down and 169 lb up at 7-1-15 on top chord, and 48 lb down and 9 lb up at 1-6-1, 48 lb down and 9 lb up at 1-6-1, 12 lb down at 4-4-0, 12 lb down at 4-4-0, and 36 lb down at 7-1-15, and 36 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 9=-95(F=-47, B=-47) 12=-36(F=-18, B=-18) November 1,2021 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 2963705-SYNERGY-5210~N Truss HJ31 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T25831407 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:34 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-Wu8lSdphr0_Dk6Dqubd8f7iC4WiK7NcMcf95IYyNogR Scale: 1"=1' 1 2 5 3 6 7 4 2x4 Special Special Special Special Special Special 4-8-8 4-8-8 -1-5-0 1-5-0 4-8-8 4-8-8 0-4-81-9-20-4-11-5-11-9-23.54 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 0.32 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 -0.03 (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: 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 4-8-8 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=120(LC 8) Max Uplift 3=-147(LC 5), 2=-251(LC 8) Max Grav 3=185(LC 28), 2=379(LC 28), 4=119(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 147 lb uplift at joint 3 and 251 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 111 lb up at 4-4-0, and 107 lb down and 74 lb up at 4-4-0 on top chord, and 48 lb down and 9 lb up at 1-6-1, 48 lb down and 9 lb up at 1-6-1, and 17 lb down at 4-4-0, and 17 lb down at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=-35(F=-5, B=-31) 7=-17(F=-9, B=-9) November 1,2021 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 2963705-SYNERGY-5210~N Truss K1 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25831408 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:38 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-PgOFI?sBvEUeDjXb7Ri4pzswA72f3AlyXH7JRJyNogN Scale = 1:16.4 1 2 3 4 6 578 9 3x4 ST1.5x8 STP ST1.5x8 STP 4x4 4x4 3x4 2x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3-4-8 3-4-8 4-5-8 1-1-0 7-10-0 3-4-8 3-4-8 3-4-8 4-5-8 1-1-0 7-10-0 3-4-8 0-4-81-9-60-4-81-9-65.00 12 Plate Offsets (X,Y)-- [1:0-3-12,0-0-14] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.37 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.01 (loc) 6 5 4 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 4=0-8-0 Max Horz 1=-65(LC 23) Max Uplift 1=-326(LC 8), 4=-326(LC 8) Max Grav 1=747(LC 29), 4=747(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1278/567, 2-3=-1157/554, 3-4=-1277/567 BOT CHORD 1-6=-463/1149, 5-6=-470/1178, 4-5=-463/1143 WEBS 2-6=-76/333, 3-5=-75/333 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 326 lb uplift at joint 1 and 326 lb uplift at joint 4. 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: 1-2=-70, 2-3=-70, 3-4=-70, 1-4=-20 Concentrated Loads (lb) Vert: 2=-59(F) 3=-59(F) 6=-27(F) 5=-27(F) 7=-199(B) 8=-199(B) 9=-199(B) November 1,2021 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 2963705-SYNERGY-5210~N Truss K2 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25831409 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:39 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-tsxeWLtpgYcVrt6nh8DJMAPy5XOhoPN5mxsszmyNogM Scale = 1:45.8 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 19 20 21 22 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 3x10 3x4 2x4 7x8 3x4 3x8 2x4 3x10 Special Special Special Special Special Special Special Special Special Special Special Special Special Special 7-0-0 7-0-0 12-8-0 5-8-0 18-4-0 5-8-0 25-4-0 7-0-0 -1-0-0 1-0-0 3-9-6 3-9-6 7-0-0 3-2-10 12-8-0 5-8-0 18-4-0 5-8-0 21-6-10 3-2-10 25-4-0 3-9-6 26-4-0 1-0-0 0-4-83-3-80-4-83-3-85.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [4:0-5-4,0-2-4], [6:0-3-0,0-2-4], [8:0-2-0,0-1-8], [11:0-4-0,0-5-0] 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 0.69 0.38 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.40 0.08 0.28 (loc) 11 10-11 8 11 l/defl >999 >749 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-0 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-156(LC 23) Max Uplift 2=-1124(LC 8), 8=-1157(LC 8) Max Grav 2=2321(LC 29), 8=2341(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4867/2233, 3-4=-4747/2179, 4-5=-5617/2706, 5-6=-4471/2140, 6-7=-4784/2250, 7-8=-4906/2303 BOT CHORD 2-12=-1930/4476, 11-12=-1842/4465, 10-11=-2488/5674, 8-10=-1994/4395 WEBS 3-12=-364/448, 4-12=-69/682, 4-11=-740/1481, 5-11=-366/468, 5-10=-1385/640, 6-10=-360/1189, 7-10=-373/458 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 1124 lb uplift at joint 2 and 1157 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 214 lb up at 7-0-0, 231 lb down and 203 lb up at 9-0-12, 231 lb down and 203 lb up at 11-0-12, 231 lb down and 203 lb up at 12-8-0, 231 lb down and 203 lb up at 14-3-4, and 231 lb down and 203 lb up at 16-3-4, and 429 lb down and 398 lb up at 18-4-0 on top chord, and 400 lb down and 149 lb up at 7-0-0, 85 lb down at 9-0-12, 85 lb down at 11-0-12, 85 lb down at 12-8-0, 85 lb down at 14-3-4, and 85 lb down at 16-3-4, and 400 lb down and 149 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 November 1,2021 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 2963705-SYNERGY-5210~N Truss K2 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25831409 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:39 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-tsxeWLtpgYcVrt6nh8DJMAPy5XOhoPN5mxsszmyNogM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-9=-70, 2-8=-20 Concentrated Loads (lb) Vert: 4=-136(F) 6=-199(F) 12=-381(F) 11=-61(F) 5=-136(F) 10=-381(F) 13=-136(F) 14=-136(F) 17=-136(F) 18=-136(F) 19=-61(F) 20=-61(F) 21=-61(F) 22=-61(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 2963705-SYNERGY-5210~N Truss K3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25831410 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:40 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-L2V0jhuSRskMS1h_EskYuOx40wdvX1hF_bcPWCyNogL Scale = 1:45.8 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 5x6 ST1.5x8 STP ST1.5x8 STP 4x8 4x4 3x4 3x8 2x4 3x4 2x4 4x4 9-0-0 9-0-0 16-4-0 7-4-0 25-4-0 9-0-0 -1-0-0 1-0-0 4-9-6 4-9-6 9-0-0 4-2-10 16-4-0 7-4-0 20-6-10 4-2-10 25-4-0 4-9-6 26-4-0 1-0-0 0-4-84-1-80-4-84-1-85.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-3-0,0-2-4], [5:0-5-4,0-2-0], [7:0-2-0,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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.83 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.36 0.07 0.12 (loc) 7-9 7-9 7 9-11 l/defl >999 >823 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.1 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 5-6-0 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-195(LC 10) Max Uplift 2=-615(LC 12), 7=-615(LC 12) Max Grav 2=1207(LC 1), 7=1207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2169/1353, 3-4=-1867/1139, 4-5=-1684/1119, 5-6=-1867/1140, 6-7=-2168/1353 BOT CHORD 2-11=-1115/1989, 9-11=-812/1683, 7-9=-1122/1928 WEBS 3-11=-370/341, 4-11=-52/378, 5-9=-61/378, 6-9=-371/341 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 16-4-0, Exterior(2R) 16-4-0 to 25-0-0, Interior(1) 25-0-0 to 26-4-11 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) 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 615 lb uplift at joint 2 and 615 lb uplift at joint 7. November 1,2021 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 2963705-SYNERGY-5210~N Truss K4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25831411 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:41 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-pF3Ox1v4C9sD4BFAoZFnRbUIMKzHGR1ODFLz2eyNogK Scale = 1:45.4 1 2 3 4 5 6 9 8 7 10 11 12 13 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 4x8 4x4 4x6 3x8 2x4 3x4 2x4 11-0-0 11-0-0 14-4-0 3-4-0 25-4-0 11-0-0 5-9-6 5-9-6 11-0-0 5-2-10 14-4-0 3-4-0 19-6-10 5-2-10 25-4-0 5-9-6 0-4-84-11-80-4-84-11-85.00 12 Plate Offsets (X,Y)-- [1:0-1-10,Edge], [4:0-5-4,0-2-0], [6:0-1-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.82 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.67 0.07 0.14 (loc) 6-7 6-7 6 6-7 l/defl >982 >444 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. REACTIONS. (size)1=0-8-0, 6=0-8-0 Max Horz 1=216(LC 11) Max Uplift 1=-500(LC 12), 6=-500(LC 12) Max Grav 1=1110(LC 1), 6=1110(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2164/1350, 2-3=-1691/1016, 3-4=-1494/1009, 4-5=-1691/1016, 5-6=-2164/1350 BOT CHORD 1-9=-1155/2005, 7-9=-670/1493, 6-7=-1143/1934 WEBS 2-9=-593/520, 3-9=-159/386, 4-7=-141/389, 5-7=-595/520 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) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 11-0-0, Exterior(2E) 11-0-0 to 14-4-0, Exterior(2R) 14-4-0 to 22-9-13, Interior(1) 22-9-13 to 25-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 500 lb uplift at joint 1 and 500 lb uplift at joint 6. November 1,2021 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 2963705-SYNERGY-5210~N Truss K5 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T25831412 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:42 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-HRdm8NwizT_4iLqMMHm0zp1RSkN4?pjYSv5Wa5yNogJ Scale = 1:35.2 1 2 3 4 6 5 7 8 4x4 4x4 3x4 3x4 2x4 6x8 2x4 6-7-6 6-7-6 13-6-0 6-10-10 6-7-6 6-7-6 12-8-0 6-0-10 13-6-0 0-10-0 0-4-85-7-135-3-115.00 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-SH 0.81 0.53 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.02 0.10 (loc) 5-6 1-6 5 1-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 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 5-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing. WEBS 1 Row at midpt 2-5 REACTIONS. (size)1=Mechanical, 5=0-4-0 Max Horz 1=306(LC 12) Max Uplift 1=-211(LC 12), 5=-328(LC 12) Max Grav 1=635(LC 17), 5=656(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1029/604 BOT CHORD 1-6=-951/966, 5-6=-951/966 WEBS 2-6=0/317, 2-7=-1021/997, 5-7=-1114/1136, 3-7=-212/312 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) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 12-8-0, Exterior(2E) 12-8-0 to 13-4-4 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) 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 211 lb uplift at joint 1 and 328 lb uplift at joint 5. November 1,2021 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 2963705-SYNERGY-5210~N Truss KGR Truss Type Jack-Closed Girder Qty 1 Ply 1 Job Reference (optional) T25831413 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:43 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-mdB8LiwKkn7xJVPZw_IFW0ZmA8ickM?hgYq36XyNogI Scale = 1:20.3 1 2 3 5 467 3x4 ST1.5x8 STP 2x4 4x4 4x4 3x10 Special Special Special 3-1-10 3-1-10 6-0-0 2-10-6 3-1-10 3-1-10 6-0-0 2-10-6 0-4-82-10-85.00 12 Plate Offsets (X,Y)-- [1:0-3-12,0-0-14] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.57 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.01 0.02 (loc) 5 1-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 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 4-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-8 oc bracing. REACTIONS. (size)1=0-8-0, 4=Mechanical Max Horz 1=147(LC 21) Max Uplift 1=-399(LC 8), 4=-487(LC 8) Max Grav 1=1084(LC 1), 4=1166(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1435/490 BOT CHORD 1-5=-554/1298, 4-5=-554/1298 WEBS 2-5=-329/982, 2-4=-1438/613 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 399 lb uplift at joint 1 and 487 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 578 lb down and 231 lb up at 1-2-12, and 578 lb down and 231 lb up at 3-2-12, and 582 lb down and 227 lb up at 5-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 1-4=-20 Concentrated Loads (lb) Vert: 5=-578(F) 6=-578(F) 7=-582(F) November 1,2021 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 2963705-SYNERGY-5210~N Truss L1 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25831414 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:44 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-EqlXZ2xyV4Foxf_lTipU3E6pVY1GTpBrvCadfzyNogH Scale = 1:39.4 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x8 5x8 WB6x8 3x4 6x8 3x8 Special Special Special Special Special Special Special Special Special Special 7-0-0 7-0-0 14-8-0 7-8-0 21-8-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 10-10-0 3-10-0 14-8-0 3-10-0 21-8-0 7-0-0 22-8-0 1-0-0 0-4-83-3-80-4-83-3-85.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [5:0-3-0,0-2-4], [8:0-3-8,0-3-0], [10:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.61 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.40 0.09 0.16 (loc) 8-10 8-10 6 8-10 l/defl >999 >634 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-2 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=156(LC 7) Max Uplift 2=-955(LC 8), 6=-981(LC 8) Max Grav 2=1946(LC 29), 6=1959(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3882/1722, 3-4=-3537/1656, 4-5=-3564/1711, 5-6=-3914/1783 BOT CHORD 2-10=-1428/3546, 8-10=-1742/3921, 6-8=-1484/3490 WEBS 3-10=-302/1024, 4-10=-565/474, 4-8=-495/375, 5-8=-244/980 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 955 lb uplift at joint 2 and 981 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 214 lb up at 7-0-0, 231 lb down and 203 lb up at 9-0-12, 231 lb down and 203 lb up at 10-10-0, and 231 lb down and 203 lb up at 12-7-4, and 429 lb down and 398 lb up at 14-8-0 on top chord, and 400 lb down and 149 lb up at 7-0-0, 85 lb down at 9-0-12, 85 lb down at 10-10-0, and 85 lb down at 12-7-4, and 400 lb down and 149 lb up at 14-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 Continued on page 2 November 1,2021 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 2963705-SYNERGY-5210~N Truss L1 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25831414 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:45 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-i0JvmOyaGONfZoZx1PKjbRf_ExNVCGR_8sJABQyNogG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-136(B) 5=-199(B) 10=-381(B) 4=-136(B) 8=-381(B) 12=-136(B) 13=-136(B) 15=-61(B) 16=-61(B) 17=-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 2963705-SYNERGY-5210~N Truss L2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25831415 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:45 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-i0JvmOyaGONfZoZx1PKjbRf1CxKfCID_8sJABQyNogG Scale = 1:39.4 1 2 3 4 5 6 7 8 11 10 9 12 13 4x4 ST1.5x8 STP ST1.5x8 STP 4x8 4x4 4x4 3x8 2x4 3x4 2x4 4x4 9-0-0 9-0-0 12-8-0 3-8-0 21-8-0 9-0-0 -1-0-0 1-0-0 4-9-6 4-9-6 9-0-0 4-2-10 12-8-0 3-8-0 16-10-10 4-2-10 21-8-0 4-9-6 22-8-0 1-0-0 0-4-84-1-80-4-84-1-85.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.79 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.35 0.05 0.08 (loc) 7-9 7-9 7 9-11 l/defl >999 >714 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 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 4-0-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-5 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-195(LC 10) Max Uplift 2=-540(LC 12), 7=-540(LC 12) Max Grav 2=1042(LC 1), 7=1042(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1792/1208, 3-4=-1441/933, 4-5=-1279/925, 5-6=-1441/933, 6-7=-1792/1208 BOT CHORD 2-11=-989/1661, 9-11=-598/1278, 7-9=-988/1591 WEBS 3-11=-435/430, 4-11=-114/318, 5-9=-118/318, 6-9=-436/430 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 12-8-0, Exterior(2R) 12-8-0 to 21-4-0, Interior(1) 21-4-0 to 22-8-11 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) 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 540 lb uplift at joint 2 and 540 lb uplift at joint 7. November 1,2021 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 2963705-SYNERGY-5210~N Truss L3 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T25831416 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:46 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-ACtH_kzC0iVWAy88b6ry8fBBmLjgxl27NW3kjsyNogF Scale = 1:38.6 1 2 3 4 5 6 7 10 9 8 11 12 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 3x4 3x4 2x4 3x4 2x4 4x4 7-4-14 7-4-14 14-3-2 6-10-3 21-8-0 7-4-14 -1-0-0 1-0-0 5-8-6 5-8-6 10-10-0 5-1-10 15-11-10 5-1-10 21-8-0 5-8-6 22-8-0 1-0-0 0-4-84-10-110-4-85.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.61 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.18 0.05 0.09 (loc) 2-10 2-10 6 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 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 4-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=230(LC 11) Max Uplift 2=-540(LC 12), 6=-540(LC 12) Max Grav 2=1042(LC 1), 6=1042(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1809/1215, 3-4=-1580/1134, 4-5=-1580/1137, 5-6=-1809/1218 BOT CHORD 2-10=-987/1667, 8-10=-518/1078, 6-8=-993/1585 WEBS 4-8=-355/599, 5-8=-409/437, 4-10=-354/598, 3-10=-409/435 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 10-10-0, Exterior(2R) 10-10-0 to 16-10-0, Interior(1) 16-10-0 to 22-8-11 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) 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 540 lb uplift at joint 2 and 540 lb uplift at joint 6. November 1,2021 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 2963705-SYNERGY-5210~N Truss LGR Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T25831417 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 1 15:10:51 2021 Page 1 Builders FirstSource, Plant City, Florida ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-UIiN195EXO8?ChG6T3Lmld0qft?g_OOe6ZhNqiyNXAo Scale = 1:37.7 1 2 3 4 5 6 7 13 12 11 10 9 814151617 18 19 7x10 6x8 ST1.5x8 STP ST1.5x8 STP 7x10 7x10 10x12 WB 3x4 3x6 8x10 4x8 10x12 10x12 2x4 10x12 3x8 3x8 Special Special Special Special Special Special 3-4-2 3-4-2 6-1-8 2-9-6 10-10-0 4-8-8 14-3-2 3-5-2 17-8-3 3-5-2 21-8-0 3-11-13 3-4-2 3-4-2 6-1-8 2-9-6 10-10-0 4-8-8 14-3-2 3-5-2 17-8-3 3-5-2 21-8-0 3-11-13 0-4-84-10-110-4-85.00 12 Plate Offsets (X,Y)-- [1:0-7-15,0-0-0], [4:0-9-8,0-5-4], [7:0-8-11,0-2-0], [7:0-8-11,Edge], [8:0-5-4,0-1-8], [9:0-6-0,0-6-4], [11:0-3-8,0-6-4], [12:0-5-0,0-6-0] 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 0.50 0.78 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.40 0.11 (loc) 11-12 11-12 7 l/defl >975 >624 n/a L/d 240 240 n/a PLATES MT20 Weight: 319 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP M 26 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 4-11,4-9: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-3 oc bracing. REACTIONS.(lb/size)1=8364/0-8-0, 7=11571/0-8-0 Max Horz 1=-201(LC 6) Max Uplift 1=-3250(LC 8), 7=-3592(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-19477/7549, 2-3=-20938/8111, 3-4=-15617/5488, 4-5=-20228/6721, 5-6=-20267/6642, 6-7=-24230/7606 BOT CHORD 1-13=-6919/17938, 12-13=-6919/17938, 12-14=-7394/19331, 14-15=-7394/19331, 11-15=-7394/19331, 11-16=-4878/14424, 10-16=-4878/14424, 9-10=-4878/14424, 9-17=-6985/22375, 8-17=-6985/22375, 8-18=-6985/22375, 18-19=-6985/22375, 7-19=-6985/22375 WEBS 2-13=-1249/505, 2-12=-743/1591, 3-12=-2103/4347, 3-11=-5514/2818, 4-11=-2931/7672, 4-9=-1820/7230, 5-9=-297/168, 6-9=-4008/1067, 6-8=-670/2917 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3250 lb uplift at joint 1 and 3592 lb uplift at joint 7. Continued on page 2 November 1,2021 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 2963705-SYNERGY-5210~N Truss LGR Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T25831417 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 1 15:10:51 2021 Page 2 Builders FirstSource, Plant City, Florida ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-UIiN195EXO8?ChG6T3Lmld0qft?g_OOe6ZhNqiyNXAo NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3473 lb down and 1791 lb up at 6-1-8, 1812 lb down and 835 lb up at 8-0-12, 2056 lb down and 617 lb up at 10-0-12, 2141 lb down and 580 lb up at 12-0-12, 2395 lb down and 587 lb up at 14-0-12, 2229 lb down and 507 lb up at 16-1-8, and 2124 lb down and 570 lb up at 18-1-8, and 2101 lb down and 584 lb up at 20-1-8 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, 1-7=-20 Concentrated Loads (lb) Vert: 12=-3473(F) 9=-2120(F) 14=-1812(F) 15=-2055(F) 16=-2140(F) 17=-2226(F) 18=-2120(F) 19=-2098(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 2963705-SYNERGY-5210~N Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25831418 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:49 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-anYQcm?5Jdt41QtiGFOfmHpqMZsK89Ka3UHOKByNogC Scale = 1:6.9 1 3 2 2x4 2-0-0 1-11-6 2-0-0 2-0-0 0-0-40-10-00-4-70-5-90-10-05.00 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 0.06 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 3 3 2 3 l/defl >999 >999 n/a >999 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.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=Mechanical Max Horz 1=32(LC 12) Max Uplift 1=-18(LC 12), 2=-32(LC 12) Max Grav 1=59(LC 17), 2=63(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) 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 18 lb uplift at joint 1 and 32 lb uplift at joint 2. November 1,2021 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 2963705-SYNERGY-5210~N Truss V2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25831419 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:49 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-anYQcm?5Jdt41QtiGFOfmHplEZr189Ka3UHOKByNogC 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 46 lb uplift at joint 1 and 79 lb uplift at joint 3. November 1,2021 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 2963705-SYNERGY-5210~N Truss V3 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25831420 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:50 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-2z6op60j4w?xfaRvqywuIVMnYy5btcajH81xsdyNogB Scale = 1:16.8 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 76 lb uplift at joint 1 and 130 lb uplift at joint 3. November 1,2021 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 2963705-SYNERGY-5210~N Truss V4 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25831421 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:51 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-XAgA1R0LrE7oHj05OgR7riv6IMWFc1DsWomVO3yNogA Scale = 1:22.3 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 0-0-43-4-05.00 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-SH 0.29 0.20 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-6, 4=7-11-6, 5=7-11-6 Max Horz 1=180(LC 12) Max Uplift 4=-81(LC 12), 5=-219(LC 12) Max Grav 1=110(LC 1), 4=162(LC 17), 5=439(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-311/134 WEBS 2-5=-362/562 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) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 7-10-4 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) 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 81 lb uplift at joint 4 and 219 lb uplift at joint 5. November 1,2021 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 2963705-SYNERGY-5210~N Truss V5 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25831422 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:52 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-?MEYEn1zcYFfvtbHxNyMNwRFtmqULT10lSW2xWyNog9 Scale = 1:26.2 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 10-0-0 10-0-0 0-0-44-2-05.00 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-SH 0.43 0.33 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-11-6, 4=9-11-6, 5=9-11-6 Max Horz 1=230(LC 12) Max Uplift 4=-101(LC 12), 5=-281(LC 12) Max Grav 1=145(LC 1), 4=203(LC 17), 5=562(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-366/156 WEBS 2-5=-441/657 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) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 9-10-4 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) 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 101 lb uplift at joint 4 and 281 lb uplift at joint 5. November 1,2021 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 2963705-SYNERGY-5210~N Truss V6 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25831423 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:53 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-TYowS72bNrNWW1AUV5Tbw7_V_AE64zJ9_6FbTyyNog8 Scale = 1:7.1 1 2 3 2x4 3x6 2x4 0-0-10 0-0-10 3-10-0 3-9-6 1-11-0 1-11-0 3-10-0 1-11-0 0-0-40-9-90-0-45.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 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 3-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-8-13, 3=3-8-13 Max Horz 1=-23(LC 10) Max Uplift 1=-47(LC 12), 3=-47(LC 12) Max Grav 1=105(LC 1), 3=105(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 1 and 47 lb uplift at joint 3. November 1,2021 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 2963705-SYNERGY-5210~N Truss V7 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25831424 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:53 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-TYowS72bNrNWW1AUV5Tbw7_RDADz4zJ9_6FbTyyNog8 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 46 lb uplift at joint 1 and 79 lb uplift at joint 3. November 1,2021 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 2963705-SYNERGY-5210~N Truss V8 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25831425 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:54 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-xlLJfT3E89VN8Blg3o_qTLXVOaUipQZJCm?9?OyNog7 Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 5-8-0 5-8-0 0-0-42-4-55.00 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 0.81 0.48 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: 19 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 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-6, 3=5-7-6 Max Horz 1=121(LC 12) Max Uplift 1=-71(LC 12), 3=-122(LC 12) Max Grav 1=228(LC 17), 3=244(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-226/360 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 71 lb uplift at joint 1 and 122 lb uplift at joint 3. November 1,2021 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 2963705-SYNERGY-5210~N Truss V9 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25831426 8.430 s Aug 16 2021 MiTek Industries, Inc. Sun Oct 31 19:16:55 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SMa68w1Q2ef5wGkPxQXv7yzmnGU-Pxvhtp4svTdEmLKsdVV3?Y3oqzv4YtpSRQkiYqyNog6 Scale = 1:10.4 1 2 3 2x4 2x4 2x4 3-8-0 3-8-0 0-0-41-6-55.00 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 0.25 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-6, 3=3-7-6 Max Horz 1=70(LC 12) Max Uplift 1=-41(LC 12), 3=-71(LC 12) Max Grav 1=132(LC 17), 3=142(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 41 lb uplift at joint 1 and 71 lb uplift at joint 3. November 1,2021 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