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Home My WebLink AboutAPPROVED TRUSSCUT(1)6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2765385-SYNERGY-8401 - SYNERGY HOMES-Winston - Budnik Res 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 103 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: 8401 Customer Info: Synergy Homes, LLC. Project Name: 8401IND Model: . Subdivision: BUDNIK RES Address: 8401 INDIAN RIVER DR, . 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: May 14,2021 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 T23959794 A01 Date 5/14/212T23959795A025/14/213T23959796A035/14/214T23959797A045/14/215T23959798A055/14/216T23959799A065/14/217T23959800A075/14/218T23959801A085/14/219T23959802A095/14/2110T23959803A105/14/2111T23959804A115/14/2112T23959805B015/14/2113T23959806B025/14/2114T23959807B035/14/2115T23959808B045/14/2116T23959809B055/14/2117T23959810B065/14/2118T23959811C015/14/2119T23959812C025/14/2120T23959813C035/14/2121T23959814C045/14/2122T23959815C055/14/21 No.Seal#Truss Name 23 T23959816 C06 Date 5/14/2124T23959817C075/14/2125T23959818CJ15/14/2126T23959819CJ35/14/2127T23959820CJ45/14/2128T23959821CJ55/14/2129T23959822CJ115/14/2130T23959823CJ215/14/2131T23959824CJ225/14/2132T23959825CJ315/14/2133T23959826CJ415/14/2134T23959827D015/14/2135T23959828D025/14/2136T23959829D035/14/2137T23959830D045/14/2138T23959831D055/14/2139T23959832D065/14/2140T23959833D075/14/2141T23959834D085/14/2142T23959835D095/14/2143T23959836E015/14/2144T23959837E025/14/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2765385-SYNERGY-8401 - SYNERGY HOMES-Winston - Budnik Res 2 of 2 Site Information: Lot/Block: 8401 Customer Info: Synergy Homes, LLC. Project Name: 8401IND Model: . Subdivision: BUDNIK RES Address: 8401 INDIAN RIVER DR, . State: FLCity: Fort Pierce No.Seal#Truss Name 45 T23959838 EJ3 Date 5/14/2146T23959839EJ55/14/2147T23959840EJ65/14/2148T23959841EJ75/14/2149T23959842EJ315/14/2150T23959843EJ325/14/2151T23959844EJ515/14/2152T23959845EJ525/14/2153T23959846EJ535/14/2154T23959847EJ545/14/2155T23959848EJ555/14/2156T23959849EJ565/14/2157T23959850EJ615/14/2158T23959851FG15/14/2159T23959852FG25/14/2160T23959853FG35/14/2161T23959854G035/14/2162T23959855G045/14/2163T23959856G055/14/2164T23959857HJ15/14/2165T23959858HJ35/14/2166T23959859HJ55/14/2167T23959860HJ65/14/2168T23959861HJ315/14/2169T23959862HJ515/14/2170T23959863HJ525/14/2171T23959864K015/14/2172T23959865K025/14/2173T23959866L015/14/2174T23959867L025/14/2175T23959868N015/14/2176T23959869N025/14/2177T23959870N035/14/2178T23959871N045/14/2179T23959872N055/14/2180T23959873N065/14/2181T23959874N075/14/2182T23959875N085/14/2183T23959876N095/14/2184T23959877N105/14/2185T23959878N115/14/2186T23959879N125/14/2187T23959880N135/14/2188T23959881N155/14/2189T23959882N15A5/14/2190T23959883N165/14/2191T23959884P015/14/2192T23959885P025/14/2193T23959886P035/14/2194T23959887P045/14/2195T23959888P055/14/2196T23959889P065/14/2197T23959890P075/14/2198T23959891PB015/14/2199T23959892PB025/14/21100T23959893V025/14/21101T23959894V055/14/21 No.Seal#Truss Name 102 T23959895 V06 Date 5/14/21103T23959896V075/14/21 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 2765385-SYNERGY-8401 Truss A01 Truss Type Piggyback Base Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959794 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:18:53 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-lqwxbfGpArhrvc3CKDJ8pnMuByhY7?SffjXAqgzGwuG Scale = 1:80.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 31 32 3x6 5x6 3x6 5x6 5x6 3x6 3x6 2x4 3x10 2x4 5x8 4x6 6x8 3x8 3x6 4x8 5x6 4x6 8-5-12 8-5-12 15-3-3 6-9-7 22-10-13 7-7-10 33-11-0 11-0-3 38-11-3 5-0-3 46-0-0 7-0-13 -1-0-0 1-0-0 7-7-10 7-7-10 15-3-3 7-7-10 22-10-13 7-7-10 28-5-12 5-7-0 33-11-0 5-5-4 38-11-3 5-0-3 46-0-0 7-0-13 0-5-810-0-07-0-1110-0-05.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [9:0-3-8,0-1-8], [10:0-3-12,0-2-8], [14:0-3-8,0-3-0] 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 0.95 0.84 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.75 0.06 (loc) 14-16 14-16 14 l/defl >835 >536 n/a L/d 240 180 n/a PLATES MT20 Weight: 298 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 7-16,7-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. WEBS 1 Row at midpt 5-19, 5-16, 6-16, 7-16, 9-14, 9-13, 10-13, 11-13 2 Rows at 1/3 pts 7-14 REACTIONS. (size)2=0-8-0, 14=0-6-0, 12=0-6-0 Max Horz 2=533(LC 12) Max Uplift 2=-833(LC 12), 14=-1872(LC 12), 12=-429(LC 17) Max Grav 2=1727(LC 17), 14=3812(LC 17), 12=223(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3096/1463, 3-5=-2994/1568, 5-6=-889/595, 6-7=-759/663, 7-9=-398/1156, 9-10=-63/564, 10-11=-168/655, 11-12=-153/584 BOT CHORD 2-19=-1731/2988, 17-19=-1152/1985, 16-17=-1152/1985, 13-14=-1101/657 WEBS 3-19=-529/533, 5-19=-665/1201, 5-17=0/334, 5-16=-1524/970, 7-16=-869/1768, 7-14=-2152/1313, 9-14=-1520/1178, 9-13=-850/1321, 10-13=-555/546, 11-13=-721/408 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 D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 22-10-13, Exterior(2R) 22-10-13 to 31-4-10, Interior(1) 31-4-10 to 38-11-3, Exterior(2E) 38-11-3 to 45-10-4 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=833, 14=1872, 12=429. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 14,2021 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 2765385-SYNERGY-8401 Truss A02 Truss Type ROOF TRUSS Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959795 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:18:56 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-9Pb3EhIiTm3Pm3nn?MsrRP_VH9nkKPt5MhlqQ?zGwuD Scale = 1:91.4 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 33 34 35 36 37 38 39 40 41 7x8 6x8 3x4 5x6 3x6 5x8 4x6 4x4 6x8 2x4 3x6 4x4 5x6 6x8 6x8 6x8 4x6 3x10 3x10 4x6 4x6 4x6 3x6 4x4 5x6 7x10 4x4 4x4 4x8 3x6 2x4 5x6 6x8 2x4 8-0-0 6-10-41-5-3 1-5-3 2-10-0 1-4-13 8-10-0 6-0-0 15-0-0 6-2-0 17-0-0 2-0-0 19-11-1 2-11-1 25-0-0 5-0-15 29-4-2 4-4-2 31-8-0 2-3-14 33-11-0 2-3-0 35-10-4 1-11-4 36-10-0 0-11-12 44-1-12 7-3-12 44-10-0 0-8-4 46-0-0 1-2-0 -1-0-0 1-0-0 1-5-3 1-5-3 1-8-11 0-3-8 2-10-0 1-1-5 8-10-0 6-0-0 15-0-0 6-2-0 19-11-1 4-11-1 25-0-0 5-0-15 29-4-2 4-4-2 29-5-14 0-1-12 31-8-0 2-2-2 33-11-0 2-3-0 35-10-4 1-11-4 36-10-0 0-11-12 40-0-0 3-2-0 40-11-10 0-11-10 44-1-12 3-2-2 45-8-8 1-6-12 46-0-0 0-3-8 0-5-810-10-87-0-110-11-80-8-00-8-010-10-85.00 12 Plate Offsets (X,Y)-- [6:0-3-0,Edge], [9:0-4-0,0-3-13], [12:0-4-0,0-4-0], [13:0-4-0,0-2-2], [19:0-3-8,0-4-8], [20:0-4-8,0-0-0], [22:0-8-4,0-3-8], [30:0-3-0,0-3-0], [30:0-3-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.62 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in 0.43 -0.54 0.18 -0.08 (loc) 29-30 29-30 17 18-19 l/defl >941 >750 n/a 1280 L/d 240 180 n/a 360 PLATES MT20 Weight: 432 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 13-16: 2x4 SP No.2, 1-6: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 2-31,3-27,25-27: 2x4 SP M 31, 3-32: 2x6 SP No.2, 30-31: 2x4 SP No.2 WEBS 2x4 SP No.2 *Except* 16-17,4-30,30-32,5-30: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-12 oc bracing. Except: 1 Row at midpt 11-22 5-2-0 oc bracing: 20-22 WEBS 1 Row at midpt 5-28, 7-26, 8-24, 12-22, 10-23, 11-23, 10-24, 15-17, 5-30 JOINTS 1 Brace at Jt(s): 33, 35 REACTIONS. (size)2=0-8-0, 17=0-6-0, 20=0-6-0 Max Horz 2=533(LC 12) Max Uplift 2=-971(LC 12), 17=-8(LC 12), 20=-1075(LC 12) Max Grav 2=2014(LC 18), 17=1196(LC 19), 20=3173(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-1257/1091, 10-11=-694/725, 12-13=-422/241, 13-14=-473/172, 14-15=-905/473, 2-3=-2841/1591, 3-4=-6600/4104, 4-5=-6640/4372, 5-7=-3065/1928, 7-8=-2214/1507, 8-9=-1407/1096 BOT CHORD 2-32=-1877/2611, 31-32=-435/550, 3-30=-2394/3623, 29-30=-2834/4238, 28-29=-2834/4238, 26-28=-1925/2958, 24-26=-1336/2147, 23-24=-387/734, 19-20=-817/0, 18-19=0/308, 17-18=0/308, 20-22=-3584/1412, 11-22=-1753/1175, 3-32=-1467/1062 WEBS 5-29=-27/354, 5-28=-1439/1022, 7-28=-388/818, 19-33=0/938, 12-33=0/758, 34-35=-396/487, 15-35=-398/489, 15-18=0/970, 7-26=-1239/896, 8-26=-623/1109, 8-24=-1497/1072, 12-22=-1347/289, 19-22=0/1114, 10-23=-1488/1141, 11-23=-1210/1822, 10-24=-875/1420, 14-34=-506/469, 15-17=-1353/0, 4-30=-148/356, 30-32=-1697/2450, 5-30=-1803/2397 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=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2E) 4-11-5 to 45-10-4 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) 400.0lb AC unit load placed on the bottom chord, 40-0-0 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). 33-34, 34-35, 15-35 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 18-19Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss A02 Truss Type ROOF TRUSS Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959795 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:18:56 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-9Pb3EhIiTm3Pm3nn?MsrRP_VH9nkKPt5MhlqQ?zGwuD NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 2=971, 20=1075. 11) 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 2765385-SYNERGY-8401 Truss A03 Truss Type HIP Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959796 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:18:58 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-5njqfNKy?NJ7?NxA6nuJWq3s1zS0oG8Op?ExVuzGwuB Scale = 1:93.7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 31 32 33 34 35 36 5x6 5x8 4x6 5x6 4x8 3x6 5x8 4x6 3x4 6x8 2x4 3x6 3x6 3x6 7x8 4x6 5x8 3x6 6x8 4x6 3x6 7x8 4x6 2x4 5x6 8x10 5x6 6x8 2x4 4x8 8-0-0 6-10-41-5-3 1-5-3 2-10-0 1-4-13 8-0-0 5-2-0 15-0-0 7-0-0 17-0-0 2-0-0 23-0-0 6-0-0 28-4-2 5-4-2 31-8-0 3-3-14 33-11-0 2-3-0 35-10-4 1-11-4 38-10-0 2-11-12 44-1-12 5-3-12 44-10-0 0-8-4 46-0-0 1-2-0 -1-0-0 1-0-0 1-5-3 1-5-3 1-8-11 0-3-8 2-10-0 1-1-5 8-0-0 5-2-0 15-0-0 7-0-0 23-0-0 8-0-0 28-4-2 5-4-2 31-8-0 3-3-14 33-11-0 2-3-0 35-10-4 1-11-4 38-10-0 2-11-12 40-0-0 1-2-0 44-1-12 4-1-12 45-8-8 1-6-12 46-0-0 0-3-8 0-5-810-0-87-0-110-11-80-8-00-8-010-0-85.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-10], [2:0-1-11,Edge], [6:0-3-0,Edge], [8:0-3-5,0-2-10], [12:0-5-12,0-2-8], [16:0-3-8,0-4-12], [17:0-3-8,0-4-8], [18:0-4-8,0-0-8], [20:0-8-4,0-5-8], [21:0-4-0,0-4-8], [26:0-3-0,0-3-0], [26:0-3-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.63 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in 0.38 -0.46 0.17 -0.08 (loc) 25-26 25-26 15 16-17 l/defl >999 >868 n/a 1227 L/d 240 180 n/a 360 PLATES MT20 Weight: 379 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 12-14: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 2-27,3-23: 2x4 SP M 31, 3-28: 2x6 SP No.2, 26-27: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 13-29,13-16,4-26: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. Except: 1 Row at midpt 10-20 5-4-0 oc bracing: 18-20 WEBS 1 Row at midpt 9-22, 9-21, 10-21, 14-15, 11-20, 5-24, 7-22 JOINTS 1 Brace at Jt(s): 29, 30 REACTIONS. (size)2=0-8-0, 15=0-6-0, 18=0-6-0 Max Horz 2=533(LC 12) Max Uplift 2=-984(LC 12), 15=-43(LC 12), 18=-1026(LC 12) Max Grav 2=2022(LC 18), 15=1226(LC 19), 18=3056(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-1597/1293, 9-10=-948/878, 11-12=-511/184, 12-13=-715/323, 13-14=-339/0, 14-15=-1477/0, 2-3=-2861/1621, 3-4=-6542/4163, 4-5=-6499/4318, 5-7=-3115/1979, 7-8=-1799/1265 BOT CHORD 2-28=-1905/2599, 27-28=-424/556, 3-26=-2395/3534, 25-26=-3016/4413, 24-25=-3016/4413, 22-24=-1996/2979, 21-22=-608/1004, 17-18=-799/0, 16-17=0/327, 18-20=-3465/1349, 10-20=-1822/1355, 3-28=-1464/1090 WEBS 5-25=-27/353, 7-24=-300/787, 9-22=-798/1247, 9-21=-1378/1121, 10-21=-1246/1854, 17-29=0/939, 11-29=0/961, 13-16=-520/533, 12-29=-208/253, 14-16=0/1379, 11-20=-1138/50, 17-20=0/1149, 26-28=-1741/2431, 5-24=-1550/1099, 5-26=-1579/2049, 8-22=0/258, 7-22=-1626/1199 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=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2E) 4-11-5 to 45-10-4 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) 400.0lb AC unit load placed on the bottom chord, 40-0-0 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). 29-30, 13-30Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss A03 Truss Type HIP Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959796 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:18:58 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-5njqfNKy?NJ7?NxA6nuJWq3s1zS0oG8Op?ExVuzGwuB NOTES- 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 2=984, 18=1026. 11) 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 2765385-SYNERGY-8401 Truss A04 Truss Type ROOF TRUSS Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959797 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:00 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-1Ara33LCX_ZrEh5YEBxncF86hn6oGDxhGJj2ZmzGwu9 Scale = 1:82.2 8 9 10 11 12 13 14 1 2 3 4 5 6 7 27 28 26 25 24 23 22 21 2019 18 17 16 15 29 30 31 32 33 34 35 36 5x6 5x12 5x8 4x6 5x6 4x8 5x8 4x6 3x4 4x6 4x6 4x8 7x8 6x8 6x8 4x6 4x6 7x8 5x6 WB 5x8 6x8 7x10 8-0-0 6-9-41-5-3 1-5-3 2-10-0 1-4-13 7-0-0 4-2-0 15-0-0 8-0-0 17-0-0 2-0-0 21-0-0 4-0-0 27-5-14 6-5-14 31-8-0 4-2-2 33-11-0 2-3-0 35-10-4 1-11-4 40-10-0 4-11-12 44-1-12 3-3-12 44-10-0 0-8-4 46-0-0 1-2-0 -1-0-0 1-0-0 1-5-3 1-5-3 2-10-0 1-4-13 7-0-0 4-2-0 15-0-0 8-0-0 21-0-0 6-0-0 27-5-14 6-5-14 31-8-0 4-2-2 33-11-0 2-3-0 35-10-4 1-11-4 40-0-0 4-1-12 40-10-0 0-10-0 44-1-12 3-3-12 45-8-8 1-6-12 46-0-0 0-3-8 0-5-89-2-87-0-110-11-80-8-00-8-00-6-29-2-85.00 12 5.11 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-10], [2:0-1-11,Edge], [6:0-3-0,Edge], [8:0-4-4,0-2-12], [10:0-3-12,0-3-0], [12:0-5-12,0-2-8], [16:0-3-8,0-4-12], [17:0-3-8,0-4-8], [18:0-4-8,0-0-0] , [20:0-8-4,0-3-8], [21:0-4-0,0-4-8], [26:0-1-12,0-0-8] 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 0.86 0.74 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in 0.31 -0.48 0.16 -0.08 (loc) 25 24-25 15 16-17 l/defl >999 >841 n/a 1246 L/d 240 180 n/a 360 PLATES MT20 Weight: 376 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1, 1-6: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 2-28,3-23,26-28: 2x4 SP M 31, 26-27: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 13-29: 2x6 SP No.2, 14-15,4-26: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-14 oc bracing. Except: 1 Row at midpt 10-20 5-3-0 oc bracing: 18-20 WEBS 1 Row at midpt 5-24, 7-22, 9-22, 9-21, 10-21, 14-15, 11-20 JOINTS 1 Brace at Jt(s): 30 REACTIONS. (size)2=0-8-0, 15=0-6-0, 18=0-8-0 Max Horz 2=533(LC 12) Max Uplift 2=-961(LC 12), 15=-12(LC 12), 18=-1069(LC 12) Max Grav 2=2050(LC 18), 15=1141(LC 19), 18=3091(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-1813/1374, 9-10=-1155/938, 11-12=-510/55, 12-13=-711/389, 13-14=-345/0, 14-15=-1417/0, 2-3=-2879/1562, 3-4=-6765/4259, 4-5=-4809/2948, 5-7=-3086/1911, 7-8=-2015/1395 BOT CHORD 2-27=-1850/2569, 27-28=-350/505, 3-26=-2493/3698, 25-26=-4147/5991, 24-25=-3187/4650, 22-24=-1942/2904, 21-22=-745/1196, 17-18=-772/0, 16-17=0/292, 18-20=-3493/1392, 10-20=-1771/1316, 3-27=-1418/1072, 26-27=-1776/2490 WEBS 5-25=-162/582, 5-24=-1826/1300, 7-24=-275/744, 7-22=-1433/1037, 8-22=-100/364, 9-22=-710/1072, 9-21=-1277/1142, 10-21=-1374/2000, 17-29=0/943, 11-29=0/977, 29-30=-287/359, 13-30=-295/360, 13-16=-349/395, 12-29=-257/376, 4-26=-724/1107, 17-20=0/1120, 11-20=-1238/159, 14-16=0/1237, 4-25=-1363/976 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=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2E) 4-11-5 to 45-10-4 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) 400.0lb AC unit load placed on the bottom chord, 40-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss A04 Truss Type ROOF TRUSS Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959797 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:00 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-1Ara33LCX_ZrEh5YEBxncF86hn6oGDxhGJj2ZmzGwu9 NOTES- 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, with BCDL = 10.0psf. 9) Ceiling dead load (5.0 psf) on member(s). 29-30, 13-30 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 2=961, 18=1069. 12) 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 2765385-SYNERGY-8401 Truss A05 Truss Type ROOF TRUSS Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959798 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:02 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-_ZzLUkNS3cpZU_FxLczFhgERzaoSk5D_kdC9efzGwu7 Scale = 1:82.9 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 28 29 27 26 25 24 23 22 2120 19 18 17 16 30 32 31 33 34 35 36 37 5x6 5x8 4x8 5x6 5x8 5x6 WB 3x4 4x6 4x4 7x8 3x4 3x8 6x8 4x6 2x4 6x8 4x6 5x8 6x8 7x10 8-0-0 6-6-02-7-14 2-7-14 2-10-0 0-2-2 7-0-0 4-2-0 12-0-0 5-0-0 17-0-0 5-0-0 19-0-0 2-0-0 26-5-14 7-5-14 31-8-0 5-2-2 33-11-0 2-3-0 35-10-4 1-11-4 42-10-0 6-11-12 44-1-12 1-3-12 44-10-0 0-8-4 46-0-0 1-2-0 -1-0-0 1-0-0 2-10-0 2-10-0 7-0-0 4-2-0 12-0-0 5-0-0 19-0-0 7-0-0 26-5-14 7-5-14 31-8-0 5-2-2 33-11-0 2-3-0 35-10-4 1-11-4 40-0-0 4-1-12 42-10-0 2-10-0 44-1-12 1-3-12 45-6-8 1-4-12 46-0-0 0-5-8 0-5-88-4-87-0-110-8-00-6-28-4-85.00 12 5.11 12 Plate Offsets (X,Y)-- [8:0-3-8,0-2-12], [13:0-5-12,0-2-8], [17:0-4-0,0-4-4], [18:0-3-8,0-3-12], [19:0-4-8,0-1-8], [21:0-2-12,0-3-8], [22:0-4-0,0-4-8], [27:0-1-12,0-0-8] 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 0.94 0.72 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.37 0.16 (loc) 25-26 25-26 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 364 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8,1-6: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 *Except* 16-20,21-22,22-24: 2x6 SP M 26, 11-19,3-28: 2x6 SP No.2 27-28: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 12-18,30-31,14-17,4-27: 2x4 SP No.2, 15-16: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. Except: 4-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 7-23, 8-22, 12-21 2 Rows at 1/3 pts 9-21 JOINTS 1 Brace at Jt(s): 32 REACTIONS. (size)2=0-8-0, 16=0-6-0, 19=0-6-0 Max Horz 2=535(LC 12) Max Uplift 2=-954(LC 12), 16=-39(LC 12), 19=-1144(LC 12) Max Grav 2=2041(LC 17), 16=828(LC 18), 19=2875(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-1412/1046, 12-13=-384/0, 13-14=-580/452, 14-15=-262/0, 15-16=-1033/0, 2-3=-2882/1550, 3-4=-6797/4252, 4-5=-4663/2850, 5-7=-3549/2204, 7-8=-2367/1527 BOT CHORD 2-28=-1833/2521, 28-29=-363/486, 3-27=-2555/3789, 26-27=-4213/6021, 25-26=-3065/4454, 23-25=-2292/3353, 22-23=-1400/2138, 21-22=-933/1435, 18-19=-546/0, 19-21=-3176/1486, 3-28=-1366/1026, 27-28=-1727/2433 WEBS 5-26=-247/564, 5-25=-1223/858, 7-25=-280/679, 7-23=-1417/1049, 8-22=-983/653, 9-22=-382/1022, 9-21=-2151/1482, 18-30=0/681, 12-30=0/728, 30-32=-418/399, 17-31=-202/333, 14-31=-192/320, 13-30=-271/515, 15-17=0/818, 14-32=-448/402, 4-27=-627/1079, 4-26=-1593/1166, 18-21=0/764, 12-21=-1124/329, 8-23=-496/1083 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=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2E) 4-11-5 to 45-9-4 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) 400.0lb AC unit load placed on the bottom chord, 40-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 2=954, 19=1144.May 14,2021 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 2765385-SYNERGY-8401 Truss A06 Truss Type HIP Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959799 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:04 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-wx45vQOjaD3HjIPJT1?jm5JoTOSVC_eHBxhFjYzGwu5 Scale = 1:82.2 7 8 9 10 11 12 13 1 2 3 4 5 6 26 27 25 24 23 22 21 20 1918 17 16 15 14 28 29 30 31 32 5x6 5x8 3x4 5x6 5x8 4x6 5x6 5x6 4x6 6x8 5x8 4x4 6x8 4x12 3x10 5x8 6x8 3x10 6-6-08-7-4 2-8-0 2-8-0 2-10-0 0-2-0 7-0-0 4-2-0 12-0-0 5-0-0 17-0-0 5-0-0 25-4-2 8-4-2 31-8-0 6-3-14 33-11-0 2-3-0 35-10-4 1-11-4 44-9-0 8-10-12 44-10-0 0-1-0 45-0-0 0-2-0 46-0-0 1-0-0 -1-0-0 1-0-0 1-5-3 1-5-3 2-8-0 1-2-13 2-10-0 0-2-0 7-0-0 4-2-0 12-0-0 5-0-0 17-0-0 5-0-0 25-4-2 8-4-2 31-8-0 6-3-14 33-11-0 2-3-0 35-10-4 1-11-4 40-0-0 4-1-12 44-9-0 4-9-0 44-10-0 0-1-0 46-0-0 1-2-0 0-5-87-6-87-0-110-11-80-8-00-6-20-8-07-6-85.00 12 5.11 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [7:0-3-8,0-2-12], [12:0-5-4,0-2-0], [17:0-4-0,0-4-0], [20:0-4-0,0-3-4], [25:0-1-12,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.88 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in 0.29 -0.42 0.18 -0.09 (loc) 23 20-21 15 15-16 l/defl >999 >957 n/a 1144 L/d 240 180 n/a 360 PLATES MT20 Weight: 322 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-9: 2x4 SP No.1, 5-7,1-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 2-27,3-22: 2x4 SP M 31, 14-18: 2x6 SP M 26 10-17,3-26: 2x6 SP No.2, 25-27,25-26: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-20,8-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. Except: 5-5-0 oc bracing: 17-19 WEBS 1 Row at midpt 7-20, 11-17 2 Rows at 1/3 pts 8-19 REACTIONS. (size)2=0-8-0, 17=0-6-0, 15=0-6-0 Max Horz 2=533(LC 12) Max Uplift 2=-964(LC 12), 17=-1055(LC 12), 15=-44(LC 9) Max Grav 2=1996(LC 18), 17=3123(LC 18), 15=983(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-1620/1255, 8-10=-49/306, 10-11=-84/331, 2-3=-2816/1562, 3-4=-6580/4280, 4-5=-4523/2873, 5-6=-3387/2206, 6-7=-2546/1745 BOT CHORD 2-26=-1842/2417, 26-27=-315/408, 3-25=-2567/3644, 24-25=-4228/5784, 23-24=-3078/4253, 21-23=-2274/3135, 20-21=-1646/2286, 19-20=-1215/1610, 17-19=-1845/1271, 10-19=-260/306, 3-26=-1333/1050, 25-26=-1788/2398 WEBS 5-24=-232/556, 5-23=-1249/898, 6-23=-342/674, 6-21=-1125/839, 7-20=-860/549, 8-19=-2428/1642, 11-16=0/1221, 12-14=-819/0, 11-17=-1705/189, 4-25=-642/1038, 4-24=-1535/1161, 12-15=-52/963, 7-21=-507/1061, 8-20=-241/912 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=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2E) 4-11-5 to 45-10-4 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) 400.0lb AC unit load placed on the bottom chord, 40-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Ceiling dead load (5.0 psf) on member(s). 11-12 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 2=964, 17=1055.Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss A06 Truss Type HIP Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959799 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:05 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-O8eT7mPLLXC8LSzW1lWyJJszDonkxRuQQbRpF_zGwu4 NOTES- 12) 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 2765385-SYNERGY-8401 Truss A07 Truss Type ROOF TRUSS Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959800 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:06 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-sKCrK6Qz6qK?ycYiaS2BrWO7cB7TgwkafFAMnQzGwu3 Scale = 1:76.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 3x6 5x6 3x6 4x6 4x6 5x8 3x4 2x4 4x6 5x6 4x12 3x6 3x6 3x6 3x8 6x8 4x8 4x6 3x4 3x4 3x4 4x12 8-0-05-8-07-8-2 7-8-2 15-0-0 7-3-14 21-4-13 6-4-13 27-7-15 6-3-1 33-11-0 6-3-1 35-10-4 1-11-4 44-1-12 8-3-8 45-0-0 0-10-4 7-8-2 7-8-2 15-0-0 7-3-14 21-4-13 6-4-13 27-7-15 6-3-1 33-11-0 6-3-1 35-10-4 1-11-4 44-1-12 8-3-8 45-0-0 0-10-4 0-5-86-8-85.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-6], [4:0-3-0,0-2-4], [10:0-3-8,0-3-0], [12:0-4-0,0-2-0], [14:0-3-0,0-3-8], [18:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.85 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.34 0.09 (loc) 1-19 1-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 297 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.1, 1-3: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 12-15: 2x6 SP M 26, 15-18: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-9-3 oc bracing. WEBS 1 Row at midpt 2-18, 8-14, 9-14, 8-16, 6-16, 6-17 REACTIONS. (size)1=Mechanical, 14=0-6-0, 12=0-6-0 Max Horz 1=471(LC 12) Max Uplift 1=-862(LC 12), 14=-1118(LC 12), 12=-174(LC 9) Max Grav 1=1806(LC 17), 14=3033(LC 17), 12=706(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3669/2076, 2-4=-2527/1583, 4-5=-2272/1548, 5-6=-2006/1449, 6-8=-1101/901, 8-9=0/416, 11-12=-289/228 BOT CHORD 1-19=-2309/3403, 18-19=-2309/3403, 17-18=-1449/2006, 16-17=-901/1101, 14-16=-416/0 WEBS 2-19=0/330, 2-18=-1245/852, 4-18=-157/489, 8-14=-1745/1091, 9-14=-1598/105, 9-13=0/1149, 10-12=-560/668, 8-16=-1267/2172, 5-18=-225/376, 6-16=-1323/986, 5-17=-662/622, 6-17=-785/1297 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 D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 15-0-0, Exterior(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 44-10-4 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, 40-0-0 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=862, 14=1118, 12=174. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-11=-70, 1-13=-20, 13-29=-50, 12-29=-20 Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss A07 Truss Type ROOF TRUSS Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959800 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:06 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-sKCrK6Qz6qK?ycYiaS2BrWO7cB7TgwkafFAMnQzGwu3 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 27=-200 28=-200 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 2765385-SYNERGY-8401 Truss A08 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959801 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:07 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-KWmEYSRbt8Ssam7u8AZQOkxIWbS8PLDjtvwwJszGwu2 Scale = 1:76.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 234x6 6x8 4x8 2x4 6x8 5x6 3x4 2x4 4x8 4x6 4x6 3x4 4x4 4x4 10x14 6-8-2 6-8-2 13-0-0 6-3-14 21-4-9 8-4-9 29-7-5 8-2-13 38-0-0 8-4-11 45-0-0 7-0-0 6-8-2 6-8-2 13-0-0 6-3-14 21-4-9 8-4-9 29-7-5 8-2-13 38-0-0 8-4-11 45-0-0 7-0-0 0-5-85-10-85.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-6], [3:0-1-12,0-3-12], [10:0-4-12,Edge], [14:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.95 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.50 0.13 (loc) 13-14 13-14 10 l/defl >999 >910 n/a L/d 240 180 n/a PLATES MT20 Weight: 277 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* 1-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 7-10: 2x8 SP 2400F 2.0E, 6-10,3-13,4-11: 2x4 SP No.1 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 7-9, 3-13, 4-11 2 Rows at 1/3 pts 6-10 REACTIONS. (size)1=Mechanical, 9=0-6-0, 10=0-4-0 (req. 0-4-13) Max Horz 1=404(LC 12) Max Uplift 1=-840(LC 12), 9=-1176(LC 17), 10=-2173(LC 12) Max Grav 1=1824(LC 17), 9=618(LC 12), 10=4062(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3776/2073, 2-3=-2849/1657, 3-4=-2456/1538, 4-6=-998/564, 6-7=-1075/1772 BOT CHORD 1-15=-2228/3485, 14-15=-2228/3485, 13-14=-1611/2606, 11-13=-1536/2455, 10-11=-564/998, 9-10=-1772/1075 WEBS 2-15=0/272, 2-14=-985/717, 3-14=-219/698, 7-10=-1981/1464, 7-9=-1378/2286, 6-10=-3301/1960, 6-11=-559/1323, 4-13=-9/425, 4-11=-1764/1169 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 D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 13-0-0, Exterior(2R) 13-0-0 to 21-4-9, Interior(1) 21-4-9 to 44-10-4 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, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 10 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=840, 9=1176, 10=2173. 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. May 14,2021 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 2765385-SYNERGY-8401 Truss A09 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959802 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:08 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-ojKcloRDeSaiCvi5it4fwxUUo?pA8pQt6ZfTsJzGwu1 Scale = 1:76.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 4x6 5x6 5x6 4x6 3x6 5x8 3x4 2x4 5x6 5x6 5x6 3x4 5x8 3x4 7x10 5-8-2 5-8-2 11-0-0 5-3-14 17-10-1 6-10-1 24-6-6 6-8-5 31-2-11 6-8-5 38-0-0 6-9-5 45-0-0 7-0-0 5-8-2 5-8-2 11-0-0 5-3-14 17-10-1 6-10-1 24-6-6 6-8-5 31-2-11 6-8-5 38-0-0 6-9-5 45-0-0 7-0-0 0-5-85-0-85.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-6], [3:0-3-0,0-2-4], [4:0-3-0,0-3-4], [6:0-3-0,0-3-0], [10:0-2-8,Edge], [12:0-3-4,0-3-4], [14:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.83 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.44 0.09 (loc) 13 13-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 252 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9,7-10: 2x6 SP No.2, 7-11,4-14,6-12,5-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-6 oc bracing. WEBS 1 Row at midpt 8-10, 7-11, 6-12 REACTIONS. (size)1=Mechanical, 9=0-6-0, 10=0-4-0 (req. 0-4-4) Max Horz 1=349(LC 12) Max Uplift 1=-844(LC 12), 9=-1043(LC 1), 10=-2197(LC 12) Max Grav 1=1511(LC 17), 9=651(LC 12), 10=3600(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3160/2138, 2-3=-2552/1807, 3-4=-2284/1736, 4-5=-2564/1884, 5-6=-1955/1352, 6-7=-483/280, 7-8=-1300/1833, 8-9=-732/1106 BOT CHORD 1-15=-2233/2910, 14-15=-2233/2910, 13-14=-1898/2573, 12-13=-1346/1949, 11-12=-316/528, 10-11=-1833/1300 WEBS 2-14=-703/601, 3-14=-288/579, 7-10=-2156/1609, 8-10=-2274/1606, 7-11=-1929/2828, 4-14=-412/198, 6-11=-1485/1182, 4-13=-311/453, 6-12=-1278/1760, 5-13=-659/774, 5-12=-899/812 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 D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 44-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) WARNING: Required bearing size at joint(s) 10 greater than input bearing size. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=844, 9=1043, 10=2197. 10) 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. May 14,2021 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 2765385-SYNERGY-8401 Truss A10 Truss Type Half Hip Qty 1 Ply 2 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959803 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:10 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-l5SMAUTUA3qQRDsTpI670MZxhpbncgV9as8awBzGwu? Scale = 1:76.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 4x6 5x8 7x8 2x4 6x8 4x8 4x4 2x4 4x4 4x4 4x4 7x8 4x4 4x4 4x4 4x8 9-0-0 9-0-0 16-3-1 7-3-1 23-4-6 7-1-5 30-5-10 7-1-5 37-6-15 7-1-5 45-0-0 7-5-1 4-8-2 4-8-2 9-0-0 4-3-14 16-3-1 7-3-1 23-4-6 7-1-5 30-5-10 7-1-5 37-6-15 7-1-5 45-0-0 7-5-1 0-5-84-2-85.00 12 Plate Offsets (X,Y)-- [1:0-1-5,0-1-1], [3:0-1-12,0-2-12], [4:0-4-0,0-4-8], [6:0-2-12,0-4-8], [9:0-4-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.50 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.40 -0.48 0.11 (loc) 13-14 13-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 599 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-11 oc bracing. REACTIONS. (size)1=Mechanical, 9=0-6-0 Max Horz 1=276(LC 12) Max Uplift 1=-1184(LC 12), 9=-1207(LC 12) Max Grav 1=2012(LC 1), 9=2012(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4509/3213, 2-3=-4215/2938, 3-4=-5603/3952, 4-5=-6041/4096, 5-6=-5292/3530, 6-7=-3324/2202, 8-9=-234/268 BOT CHORD 1-16=-3166/4073, 14-16=-2785/3860, 13-14=-3977/5632, 11-13=-4096/6041, 10-11=-3539/5313, 9-10=-2202/3324 WEBS 2-16=-363/456, 3-16=-103/397, 7-9=-3668/2422, 3-14=-1315/2050, 7-10=-606/1162, 4-14=-825/681, 6-10=-2238/1522, 4-13=-293/537, 6-11=-232/590, 5-11=-848/641 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: 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) 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 D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 44-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) 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 100 lb uplift at joint(s) except (jt=lb) 1=1184, 9=1207.May 14,2021 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 2765385-SYNERGY-8401 Truss A11 Truss Type Half Hip Girder Qty 1 Ply 3 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959804 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:16 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-ZFpdQXYFmvaa98JdAZDXFdpwtDhn0Oc2yobu7rzGwtv Scale = 1:76.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 5x8 5x12 3x8 3x8 6x8 5x8 6x8 4x8 4x8 5x12 4x6 4x6 4x6 4x6 4x4 4x4 4x6 4x6 4x4 4x4 4x8 2x4 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 Special Special Special Special Special Special Special Special Special Special Special Special Special 5-10-5 5-10-5 11-4-14 5-6-9 16-11-7 5-6-9 22-6-0 5-6-9 28-0-9 5-6-9 33-7-2 5-6-9 39-1-11 5-6-9 45-0-0 5-10-5 0-4-0 0-4-0 5-10-5 5-6-5 11-4-14 5-6-9 16-11-7 5-6-9 22-6-0 5-6-9 28-0-9 5-6-9 33-7-2 5-6-9 39-1-11 5-6-9 45-0-0 5-10-5 0-7-43-4-8Plate Offsets (X,Y)-- [12:0-5-4,0-1-8], [13:0-3-8,0-2-0], [21:0-3-8,0-2-0], [22:0-5-4,0-1-8] 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 0.53 0.27 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.74 -0.85 0.07 (loc) 17 17 12 l/defl >724 >626 n/a L/d 240 180 n/a PLATES MT20 Weight: 1041 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 11-12,1-22: 2x6 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 10-0-0 oc bracing. REACTIONS. (size)12=0-6-0, 22=Mechanical Max Uplift 12=-2784(LC 8), 22=-2731(LC 8) Max Grav 12=4557(LC 25), 22=4594(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7767/4631, 2-3=-13162/7851, 3-5=-16416/9793, 5-6=-17340/10339, 6-7=-17340/10339, 7-9=-16402/9785, 9-10=-13147/7843, 10-11=-7744/4619, 11-12=-4327/2734, 1-22=-4303/2702 BOT CHORD 21-22=-163/257, 20-21=-4631/7767, 18-20=-7851/13162, 17-18=-9793/16416, 16-17=-9785/16402, 14-16=-7843/13147, 13-14=-4619/7744 WEBS 11-13=-4999/8398, 1-21=-5006/8414, 10-13=-3605/2461, 2-21=-3611/2467, 10-14=-3623/6072, 2-20=-3618/6063, 9-14=-2494/1766, 3-20=-2490/1762, 9-16=-2182/3657, 3-18=-2182/3657, 7-16=-1332/1078, 5-18=-1330/1079, 7-17=-664/1054, 5-17=-646/1038, 6-17=-796/757 NOTES- 1) 3-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. Bottom chords connected as follows: 2x8 - 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) 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 D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=2784, 22=2731. Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss A11 Truss Type Half Hip Girder Qty 1 Ply 3 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959804 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:16 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-ZFpdQXYFmvaa98JdAZDXFdpwtDhn0Oc2yobu7rzGwtv NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 253 lb down and 239 lb up at 0-7-4, 266 lb down and 251 lb up at 2-7-4, 266 lb down and 251 lb up at 4-7-4, 266 lb down and 251 lb up at 6-7-4, 266 lb down and 251 lb up at 8-7-4, 266 lb down and 251 lb up at 10-7-4, 266 lb down and 251 lb up at 12-7-4, 266 lb down and 251 lb up at 14-7-4, 266 lb down and 251 lb up at 16-7-4, 266 lb down and 251 lb up at 18-7-4, 266 lb down and 251 lb up at 20-7-4, 266 lb down and 251 lb up at 22-7-4, 266 lb down and 251 lb up at 24-7-4, 266 lb down and 251 lb up at 26-7-4, 266 lb down and 251 lb up at 28-7-4, 266 lb down and 251 lb up at 30-7-4, 266 lb down and 251 lb up at 32-7-4, 266 lb down and 251 lb up at 34-7-4, 266 lb down and 251 lb up at 36-7-4, 266 lb down and 251 lb up at 38-7-4, 266 lb down and 251 lb up at 40-7-4, and 266 lb down and 251 lb up at 42-7-4, and 239 lb down and 237 lb up at 44-9-4 on top chord, and 95 lb down at 0-7-4, 83 lb down at 2-7-4, 83 lb down at 4-7-4, 83 lb down at 6-7-4, 83 lb down at 8-7-4, 83 lb down at 10-7-4, 83 lb down at 12-7-4, 83 lb down at 14-7-4, 83 lb down at 16-7-4, 83 lb down at 18-7-4, 83 lb down at 20-7-4, 83 lb down at 22-7-4, 83 lb down at 24-7-4, 83 lb down at 26-7-4, 83 lb down at 28-7-4, 83 lb down at 30-7-4, 83 lb down at 32-7-4, 83 lb down at 34-7-4, 83 lb down at 36-7-4, 83 lb down at 38-7-4, and 83 lb down at 40-7-4, and 83 lb down at 42-7-4 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: 1-11=-70, 12-22=-20 Concentrated Loads (lb) Vert: 11=-168(B) 17=-58(B) 6=-139(B) 23=-161(B) 24=-139(B) 25=-139(B) 26=-139(B) 27=-139(B) 28=-139(B) 29=-139(B) 30=-139(B) 32=-139(B) 33=-139(B) 34=-139(B) 35=-139(B) 36=-139(B) 37=-139(B) 38=-139(B) 39=-139(B) 40=-139(B) 41=-139(B) 42=-139(B) 43=-139(B) 44=-139(B) 45=-64(B) 46=-58(B) 47=-58(B) 48=-58(B) 49=-58(B) 50=-58(B) 51=-58(B) 52=-58(B) 53=-58(B) 54=-58(B) 55=-58(B) 56=-58(B) 57=-58(B) 58=-58(B) 59=-58(B) 60=-58(B) 61=-58(B) 62=-58(B) 63=-58(B) 64=-58(B) 65=-58(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 2765385-SYNERGY-8401 Truss B01 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959805 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:17 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-2RN0etYtXDiRnIupkGkmorL2Sdwsls7BBSLRfHzGwtu Scale = 1:73.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 5x6 5x8 5x6 2x4 6x8 3x6 5x6 2x4 6x8 4x6 3x4 4x4 3x4 3x4 5x6 5-10-2 5-10-2 11-4-0 5-5-14 15-6-8 4-2-8 22-3-12 6-9-4 28-11-4 6-7-8 35-6-12 6-7-8 42-4-0 6-9-4 -1-0-0 1-0-0 5-10-2 5-10-2 11-4-0 5-5-14 15-6-8 4-2-8 22-3-12 6-9-4 28-11-4 6-7-8 35-6-12 6-7-8 42-4-0 6-9-4 0-5-86-11-35.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-5-12,0-2-8], [7:0-3-0,0-3-0], [12:0-2-8,0-3-0], [14:0-3-0,0-3-0], [15:0-3-8,0-3-0] 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 0.73 0.67 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.20 0.05 (loc) 12 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 258 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 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-15 oc bracing. WEBS 1 Row at midpt 4-15, 8-10, 5-13, 7-11 REACTIONS. (size)10=Mechanical, 2=0-8-0, 15=0-8-0 Max Horz 2=520(LC 12) Max Uplift 10=-786(LC 12), 2=-190(LC 12), 15=-1404(LC 12) Max Grav 10=1467(LC 17), 2=390(LC 17), 15=2778(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/119, 3-4=-657/861, 4-5=-587/384, 5-6=-1430/1064, 6-7=-1636/1180, 7-8=-1200/857 BOT CHORD 2-16=-271/213, 15-16=-272/208, 14-15=-675/337, 13-14=-401/468, 12-13=-1064/1430, 11-12=-1184/1635, 10-11=-857/1200 WEBS 3-15=-915/678, 4-15=-2220/1634, 4-14=-1136/1753, 5-14=-1084/905, 8-10=-1673/1196, 5-13=-929/1353, 8-11=-257/743, 6-13=-694/720, 7-11=-623/467, 6-12=-205/293 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=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2E) 4-11-5 to 42-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=786, 2=190, 15=1404. May 14,2021 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 2765385-SYNERGY-8401 Truss B02 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959806 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:18 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-WexOrDZVHWqIOST0HzF?K2uCI1GXULPLP64?BkzGwtt Scale = 1:73.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 5x6 5x6 5x6 4x6 3x6 3x6 2x4 6x8 5x6 6x8 3x4 3x4 5x6 3x4 4x4 5-10-2 5-10-2 11-4-0 5-5-14 13-10-0 2-6-0 21-0-6 7-2-6 28-1-0 7-0-10 35-1-10 7-0-10 42-4-0 7-2-6 -1-0-0 1-0-0 5-10-2 5-10-2 11-4-0 5-5-14 13-10-0 2-6-0 21-0-6 7-2-6 28-1-0 7-0-10 35-1-10 7-0-10 42-4-0 7-2-6 0-5-86-2-115.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-14], [3:0-3-0,0-3-0], [5:0-3-0,0-2-4], [7:0-3-0,0-3-0], [12:0-3-0,0-3-0], [15:0-3-8,0-3-0] 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 0.70 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.23 0.04 (loc) 2-16 12-13 10 l/defl >884 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 250 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. WEBS 1 Row at midpt 9-10, 4-15, 6-14, 7-13, 9-11 REACTIONS. (size)10=Mechanical, 2=0-8-0, 15=0-8-0 Max Horz 2=468(LC 12) Max Uplift 10=-733(LC 12), 2=-362(LC 12), 15=-1867(LC 12) Max Grav 10=1460(LC 18), 2=238(LC 1), 15=2574(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-90/521, 3-4=-1243/980, 4-5=-377/44, 5-6=-312/19, 6-7=-1401/747, 7-8=-1793/1095, 8-9=-1377/890, 9-10=-1323/977 BOT CHORD 2-16=-750/0, 15-16=-719/0, 14-15=-853/949, 13-14=-747/1401, 12-13=-1101/1795, 11-12=-890/1377 WEBS 3-16=-904/248, 3-15=-734/1856, 4-15=-2278/1823, 4-14=-1358/1797, 5-14=-313/498, 6-14=-1727/1355, 6-13=-246/651, 7-13=-542/477, 8-12=-268/543, 8-11=-836/816, 9-11=-1141/1768 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=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2E) 4-11-5 to 42-2-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=733, 2=362, 15=1867. May 14,2021 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 2765385-SYNERGY-8401 Truss B03 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959807 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:20 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-S028Gublp84?eldOPOITPTzVUrw_yDWetQZ6GczGwtr Scale = 1:74.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 21 22 23 24 25 3x6 4x6 4x6 3x6 5x6 2x4 2x4 5x8 2x4 2x4 4x4 2x4 4x8 5x8 6x8 4x4 5x8 6x8 3x6 6-1-2 6-1-2 11-0-0 4-10-14 11-10-0 0-10-0 14-10-0 3-0-0 19-9-14 4-11-14 28-2-0 8-4-2 35-3-0 7-1-0 42-4-0 7-1-0 -1-0-0 1-0-0 6-1-2 6-1-2 11-10-0 5-8-14 14-10-0 3-0-0 19-9-14 4-11-14 28-2-0 8-4-2 35-3-0 7-1-0 42-4-0 7-1-0 0-5-85-4-111-4-05.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [7:0-3-0,Edge], [14:0-2-8,0-2-8], [15:0-4-0,0-3-0], [18:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.83 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.43 0.05 (loc) 17 14-15 11 l/defl >999 >858 n/a L/d 240 180 n/a PLATES MT20 Weight: 241 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 15-16,14-15: 2x4 SP No.1, 8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-6 oc bracing. WEBS 1 Row at midpt 12-14, 9-14, 10-12, 4-18 2 Rows at 1/3 pts 6-16 REACTIONS. (size)11=Mechanical, 2=0-8-0, 18=0-8-0 Max Horz 2=407(LC 12) Max Uplift 11=-804(LC 12), 2=-598(LC 12), 18=-1525(LC 12) Max Grav 11=1364(LC 22), 2=508(LC 1), 18=2065(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-500/1268, 3-4=-280/213, 6-8=-2820/2226, 8-9=-2775/2192, 9-10=-1511/1187, 10-11=-1301/1100 BOT CHORD 2-19=-1499/379, 18-19=-1499/379, 15-16=-1750/2286, 14-15=-1749/2288, 8-14=-518/606 WEBS 3-19=-995/197, 6-15=0/406, 6-14=-522/593, 12-14=-1122/1438, 9-14=-1143/1438, 9-12=-1212/1159, 10-12=-1446/1843, 3-18=-559/1825, 16-18=-1674/1468, 4-16=-539/649, 6-16=-2655/2099 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=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2E) 4-11-5 to 42-2-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=804, 2=598, 18=1525. May 14,2021 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 2765385-SYNERGY-8401 Truss B04 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959808 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:21 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-wDcWUEbNaRDsGvCbz6piyhWinEG3hfFn54Jfo3zGwtq Scale = 1:74.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 21 22 23 24 5x6 4x6 3x4 6x8 5x6 2x4 2x4 5x8 3x4 2x4 3x4 6x8 3x10 5x12 3x4 5x6 7x8 5x8 2x4 5-1-2 5-1-2 11-4-0 6-2-14 14-10-0 3-6-0 19-9-14 4-11-14 28-2-0 8-4-2 35-3-0 7-1-0 42-4-0 7-1-0 -1-0-0 1-0-0 5-1-2 5-1-2 9-10-0 4-8-14 11-4-0 1-6-0 14-10-0 3-6-0 19-9-14 4-11-14 28-2-0 8-4-2 35-3-0 7-1-0 42-4-0 7-1-0 0-5-84-6-111-4-05.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [5:0-3-8,0-1-8], [6:0-3-0,Edge], [8:0-4-0,0-3-0], [14:0-2-0,Edge], [15:0-6-0,0-3-0], [18:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.78 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.53 -0.60 0.03 (loc) 17 17 11 l/defl >692 >615 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 8-13: 2x4 SP No.3, 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-18,5-15,7-14,9-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-12 oc bracing. WEBS 1 Row at midpt 4-19, 5-18, 5-15, 7-14, 12-14, 9-14, 9-11 REACTIONS. (size)11=Mechanical, 2=0-8-0, 18=0-8-0 Max Horz 2=345(LC 12) Max Uplift 11=-794(LC 12), 2=-596(LC 12), 18=-1537(LC 12) Max Grav 11=1345(LC 1), 2=467(LC 1), 18=2122(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-485/1545, 3-4=-483/1745, 5-7=-2771/2124, 7-8=-3553/2817, 8-9=-3451/2730 BOT CHORD 2-19=-1682/379, 15-16=-306/296, 14-15=-2124/2771, 8-14=-530/618, 11-12=-1399/1778 WEBS 3-19=-452/443, 4-19=-2183/681, 4-18=-247/787, 16-18=-1743/1490, 5-16=-1675/1520, 5-15=-2555/3255, 7-15=-860/936, 7-14=-736/827, 12-14=-1312/1672, 9-14=-1445/1816, 9-12=-166/339, 9-11=-2049/1612 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=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 5-1-2, Exterior(2E) 5-1-2 to 42-2-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=794, 2=596, 18=1537. May 14,2021 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 2765385-SYNERGY-8401 Truss B05 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959809 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:23 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-sbkHuwde63TaVDMz4XrA16b1B2wq9cf4ZOomtxzGwto Scale = 1:74.4 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 5x8 5x8 4x6 3x6 3x6 2x4 3x10 2x4 3x4 3x4 7x10 5x6 7x8 6x8 6x8 2x4 6x8 5x6 3x10 3x4 7-10-0 7-10-0 11-4-0 3-6-0 11-6-12 0-2-12 14-10-0 3-3-4 17-0-9 2-2-9 22-8-3 5-7-9 35-3-0 12-6-13 42-4-0 7-1-0 -1-0-0 1-0-0 5-7-4 5-7-4 7-10-0 2-2-12 11-4-0 3-6-0 17-0-9 5-8-9 22-8-3 5-7-9 28-2-0 5-5-13 35-3-0 7-1-0 42-4-0 7-1-0 0-5-83-8-111-4-05.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-1-8], [4:0-5-12,0-2-8], [6:0-3-8,0-1-8], [7:0-1-12,0-3-4], [15:0-2-4,Edge], [17:0-3-0,0-3-0] 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 0.84 0.95 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.50 -0.63 0.05 (loc) 15-16 15-16 12 l/defl >737 >592 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-20,17-19: 2x4 SP No.1, 9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 5-21: 2x6 SP No.2, 8-15,5-17,6-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-8-14 oc bracing. WEBS 1 Row at midpt 13-15, 10-15, 11-13, 5-17, 6-16 REACTIONS. (size)12=Mechanical, 2=0-8-0, 21=0-8-0 Max Horz 2=284(LC 12) Max Uplift 12=-696(LC 12), 2=-480(LC 11), 21=-1931(LC 12) Max Grav 12=1173(LC 1), 21=2698(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-222/1077, 3-4=-355/1202, 4-5=-1569/1884, 5-6=-497/320, 6-8=-2866/2222, 8-9=-3691/2918, 9-10=-3608/2868, 10-11=-1851/1456, 11-12=-1108/951 BOT CHORD 2-22=-959/18, 21-22=-1107/290, 18-19=-953/849, 17-18=-2255/1899, 16-17=-304/480, 15-16=-2222/2866, 9-15=-412/483 WEBS 4-22=-1526/456, 4-21=-1304/2227, 19-21=-1262/1144, 5-19=-1409/1274, 13-15=-1393/1734, 10-15=-1431/1791, 10-13=-1075/1058, 11-13=-1581/2013, 3-22=-432/639, 8-15=-746/880, 5-17=-2345/2926, 8-16=-692/712, 6-17=-1282/1176, 6-16=-2051/2549, 18-21=-1400/1130 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=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2E) 4-11-5 to 42-2-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=696, 2=480, 21=1931. May 14,2021 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 2765385-SYNERGY-8401 Truss B06 Truss Type Half Hip Girder Qty 1 Ply 2 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959810 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:27 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-lNzokIg8AHz0_qfkJMw6CymnUfPF5W7gU0mz0izGwtk Scale = 1:74.4 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 5x8 4x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 5x12 4x8 5x8 5x8 2x4 4x4 4x4 6x8 5x6 3x4 3x4 5x12 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 Special Special Special Special Special 5-10-0 5-10-0 11-4-0 5-6-0 14-10-0 3-6-0 19-3-5 4-5-5 23-8-11 4-5-5 28-2-0 4-5-5 31-4-0 3-2-0 36-10-1 5-6-1 42-4-0 5-5-15 -1-0-0 1-0-0 5-10-0 5-10-0 11-4-0 5-6-0 14-10-0 3-6-0 19-3-5 4-5-5 23-8-11 4-5-5 28-2-0 4-5-5 31-4-0 3-2-0 36-10-1 5-6-1 42-4-0 5-5-15 0-5-82-10-111-4-05.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [6:0-4-0,0-3-0], [9:0-2-4,0-3-0], [14:0-6-0,0-2-12], [16:0-2-8,0-3-0], [19:0-2-8,0-2-0], [21:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.41 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.15 0.04 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 449 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-20,8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-21,9-14: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-8-0 except (jt=length) 12=Mechanical, 14=0-4-0. (lb) - Max Horz 2=223(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 12=-303(LC 5), 2=-662(LC 8), 21=-2583(LC 8), 14=-2016(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 12=369(LC 25), 2=311(LC 1), 21=3213(LC 25), 14=3271(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-56/732, 3-4=-1383/2271, 4-5=-618/860, 5-6=-531/705, 6-7=-2079/1201, 7-8=-498/877, 8-9=-594/1030, 9-10=-1309/2200, 11-12=-277/338 BOT CHORD 2-22=-671/0, 21-22=-705/5, 5-19=-311/270, 18-19=-1181/2127, 17-18=-1183/2131, 16-17=-1201/2079, 8-16=-305/268 WEBS 3-22=-675/594, 3-21=-2363/2266, 4-21=-1274/991, 19-21=-2361/1414, 4-19=-816/1508, 6-19=-2929/1776, 6-18=-177/465, 7-17=-174/484, 7-16=-3065/1762, 14-16=-2152/1259, 9-16=-671/1145, 9-14=-1143/917, 10-14=-2449/1535, 10-13=0/464 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 12, 662 lb uplift at joint 2, 2583 lb uplift at joint 21 and 2016 lb uplift at joint 14.Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss B06 Truss Type Half Hip Girder Qty 1 Ply 2 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959810 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:28 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-DZXAydhmxb5tb_Ext4RLk9JyD3lUqzNpigWXY9zGwtj NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 195 lb up at 5-10-0, 238 lb down and 225 lb up at 7-1-11, 238 lb down and 225 lb up at 9-1-11, 238 lb down and 225 lb up at 11-1-11, 238 lb down and 225 lb up at 13-1-11, 138 lb down and 89 lb up at 15-1-11, 138 lb down and 89 lb up at 17-1-11, 138 lb down and 89 lb up at 19-1-11, 138 lb down and 89 lb up at 21-1-11, 138 lb down and 89 lb up at 23-1-11, 138 lb down and 89 lb up at 25-1-11, 138 lb down and 89 lb up at 27-1-11, 238 lb down and 225 lb up at 29-1-11, 238 lb down and 225 lb up at 31-1-11, 238 lb down and 225 lb up at 33-1-11 , 238 lb down and 225 lb up at 35-1-11, 238 lb down and 225 lb up at 37-1-11, and 238 lb down and 225 lb up at 39-1-11, and 238 lb down and 225 lb up at 41-1-11 on top chord, and 424 lb down and 445 lb up at 5-10-0, 69 lb down at 7-1-11, 69 lb down at 9-1-11, 69 lb down at 13-1-11, 168 lb down and 111 lb up at 15-1-11, 168 lb down and 111 lb up at 17-1-11, 168 lb down and 111 lb up at 19-1-11, 168 lb down and 111 lb up at 21-1-11, 168 lb down and 111 lb up at 23-1-11, 168 lb down and 111 lb up at 25-1-11, 168 lb down and 111 lb up at 27-1-11, 69 lb down at 29-1-11, 69 lb down at 31-1-11, 69 lb down at 33-1-11, 69 lb down at 35-1-11, 69 lb down at 37-1-11, and 69 lb down at 39-1-11, and 69 lb down at 41-1-11 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, 2-20=-20, 16-19=-20, 12-15=-20 Concentrated Loads (lb) Vert: 3=-30(F) 22=-306(F) 4=-108(F) 6=-8(F) 18=-148(F) 9=-108(F) 14=-34(F) 23=-108(F) 24=-108(F) 26=-108(F) 28=-8(F) 29=-8(F) 30=-8(F) 31=-8(F) 32=-8(F) 33=-8(F) 34=-108(F) 35=-108(F) 36=-108(F) 37=-108(F) 38=-108(F) 39=-108(F) 40=-34(F) 41=-34(F) 42=-34(F) 43=-148(F) 44=-148(F) 45=-148(F) 46=-148(F) 47=-148(F) 48=-148(F) 49=-34(F) 50=-34(F) 51=-34(F) 52=-34(F) 53=-34(F) 54=-34(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 2765385-SYNERGY-8401 Truss C01 Truss Type Half Hip Girder Qty 1 Ply 2 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959811 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:30 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-9xfwMJi1TCLbrIOJ_VTppaOIXtH4IjN6A_?dc1zGwth Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 5x6 5x6 3x10 5x6 7x8 2x4 5x12 2x4 5x6 5x6 10x14 2x4 4x8 4x8 3x10 7x8 2x4 2x4 Special Special Special Special Special Special Special Special 5-11-8 5-11-8 10-4-11 4-5-3 14-9-13 4-5-3 20-0-0 5-2-3 20-4-0 0-4-0 21-3-0 0-11-0 24-3-8 3-0-8 28-7-0 4-3-8 -1-0-0 1-0-0 5-11-8 5-11-8 10-4-11 4-5-3 14-9-13 4-5-3 19-3-0 4-5-3 20-0-0 0-9-0 24-3-8 4-3-8 28-7-0 4-3-8 0-5-88-5-125-5-123-0-08-5-125.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-0-9], [3:0-3-0,0-3-0], [7:0-3-10,0-5-0], [14:0-4-0,0-2-0], [17:0-4-0,0-4-12], [18:0-4-0,0-4-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.98 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.23 -0.01 (loc) 18-19 18-19 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 493 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-9: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-18: 2x6 SP M 26, 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-10,7-12: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size)10=0-8-0, 2=0-8-0, 12=0-8-0 Max Horz 2=631(LC 25) Max Uplift 10=-1778(LC 29), 2=-2105(LC 8), 12=-5403(LC 8) Max Grav 10=966(LC 7), 2=3398(LC 1), 12=8271(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7484/4393, 3-4=-6135/3582, 4-5=-3012/1704, 5-6=-660/1080, 6-7=-564/996, 7-8=-857/1522, 8-9=-857/1522, 9-10=-1036/1778 BOT CHORD 2-19=-4478/6734, 18-19=-4457/6698, 17-18=-3627/5607, 14-16=-278/535, 13-14=-2748/1675, 12-13=-2748/1675, 11-12=-2748/1675 WEBS 3-19=-623/1028, 3-18=-1286/966, 4-18=-2313/3802, 4-17=-4077/2618, 5-17=-2333/3949, 7-11=-1465/2197, 8-11=-276/305, 9-11=-2447/1392, 7-12=-7315/4740, 14-17=-2090/3235, 5-14=-4619/2909, 7-14=-3253/5141 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, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch 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 1778 lb uplift at joint 10, 2105 lb uplift at joint 2 and 5403 lb uplift at joint 12. Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss C01 Truss Type Half Hip Girder Qty 1 Ply 2 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959811 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:30 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-9xfwMJi1TCLbrIOJ_VTppaOIXtH4IjN6A_?dc1zGwth NOTES- 10) 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 337 lb down and 323 lb up at 5-11-8, 1153 lb down and 716 lb up at 7-10-12, 1325 lb down and 814 lb up at 9-10-12, 1344 lb down and 824 lb up at 11-10-12, 1397 lb down and 753 lb up at 13-10-12, 1423 lb down and 806 lb up at 15-7-4, and 397 lb down and 239 lb up at 17-7-12, and 377 lb down and 227 lb up at 19-7-12 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: 1-6=-70, 6-9=-70, 2-16=-20, 15-16=-20, 10-13=-20 Concentrated Loads (lb) Vert: 19=-337(B) 20=-1153(B) 21=-1325(B) 22=-1344(B) 23=-1240(B) 24=-1274(B) 25=-348(B) 26=-329(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 2765385-SYNERGY-8401 Truss C02 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959812 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:31 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-d8DIafjfEWTSSSzWYC_2MoxTCGjr1FCFPekB9TzGwtg Scale = 1:51.4 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 4x4 3x6 5x6 3x4 2x4 2x4 4x8 3x4 5x6 3x4 3x4 3x6 6x8 3x10 9-1-2 9-1-2 17-10-0 8-8-14 20-0-0 2-2-0 20-11-0 0-11-0 28-7-0 7-8-0 -1-0-0 1-0-0 6-2-3 6-2-3 12-0-2 5-9-14 17-10-0 5-9-14 20-0-0 2-2-0 20-11-0 0-11-0 28-7-0 7-8-0 0-5-87-10-114-10-113-0-07-10-115.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [8:Edge,0-1-8], [9:0-3-8,0-3-0] 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 0.59 0.62 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 0.29 -0.02 (loc) 8-9 8-9 8 l/defl >282 >310 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 8-11: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 7-8: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 1 Row at midpt 4-13, 7-9 JOINTS 1 Brace at Jt(s): 11 REACTIONS. (size)8=0-8-0, 2=0-8-0, 9=0-8-0 Max Horz 2=590(LC 12) Max Uplift 8=-356(LC 10), 2=-499(LC 12), 9=-1402(LC 12) Max Grav 2=1103(LC 17), 9=2166(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1647/755, 3-4=-1320/553, 6-7=-392/810, 7-8=-15/304 BOT CHORD 2-15=-1250/1598, 13-15=-667/846, 10-11=-750/351, 9-10=-750/351 WEBS 3-15=-485/557, 4-15=-349/801, 4-13=-1114/881, 11-13=-461/1011, 5-11=-229/262, 6-11=-667/1449, 6-9=-1662/1125, 7-9=-985/577 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2E) 4-11-5 to 28-4-4 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 356 lb uplift at joint 8, 499 lb uplift at joint 2 and 1402 lb uplift at joint 9. May 14,2021 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 2765385-SYNERGY-8401 Truss C03 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959813 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:32 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-5Kngn?kH_qbI4bYi6wVHv?TcHg4lmf1PdIUkhwzGwtf Scale = 1:51.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 3x4 4x6 3x4 5x8 5x6 2x4 2x4 4x8 3x4 5x6 3x4 4x8 3x6 8-1-2 8-1-2 15-10-0 7-8-14 20-0-0 4-2-0 20-11-0 0-11-0 28-7-0 7-8-0 -1-0-0 1-0-0 8-1-2 8-1-2 15-10-0 7-8-14 20-0-0 4-2-0 20-11-0 0-11-0 28-7-0 7-8-0 0-5-87-0-114-0-113-0-07-0-115.00 12 Plate Offsets (X,Y)-- [14:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.51 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 0.32 0.07 (loc) 8-9 8-9 9 l/defl >258 >281 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 8-11: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 7-8: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-8 JOINTS 1 Brace at Jt(s): 11 REACTIONS. (size)8=0-8-0, 2=0-8-0, 9=0-8-0 Max Horz 2=529(LC 12) Max Uplift 8=-544(LC 10), 2=-460(LC 12), 9=-1609(LC 12) Max Grav 8=36(LC 12), 2=873(LC 17), 9=2105(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/545, 7-8=-238/282 BOT CHORD 2-14=-956/1121, 13-14=-956/1121, 10-11=-1309/928, 9-10=-1309/928, 8-9=-1309/928 WEBS 3-14=0/358, 3-13=-1206/1029, 11-13=-322/605, 5-11=-397/478, 6-9=-2122/1824, 6-8=-1178/1488, 6-11=-1181/1673 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2E) 4-11-5 to 28-4-4 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 544 lb uplift at joint 8, 460 lb uplift at joint 2 and 1609 lb uplift at joint 9. May 14,2021 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 2765385-SYNERGY-8401 Truss C04 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959814 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:33 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-aWL3?Llvl7j9il6ugd1WRD0lT4PVVBhYsxDIDMzGwte Scale = 1:59.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1120 21 22 23 24 3x4 5x6 3x4 3x4 6x8 5x6 4x8 6x8 5x8 6x8 4x8 7-1-2 7-1-2 13-10-0 6-8-14 20-0-0 6-2-0 21-3-0 1-3-0 24-8-6 3-5-6 25-11-10 1-3-4 31-4-0 5-4-6 -1-0-0 1-0-0 7-1-2 7-1-2 13-10-0 6-8-14 19-9-10 5-11-10 22-3-0 2-5-6 24-8-6 2-5-6 25-11-10 1-3-4 31-4-0 5-4-6 0-5-86-2-117-2-153-2-113-0-06-2-115.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [6:0-2-1,0-4-10], [16:0-3-8,0-3-0], [19:0-2-4,0-2-13] 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-SH 0.86 0.61 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.15 -0.01 (loc) 2-17 2-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 6-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-13 oc bracing. WEBS 1 Row at midpt 3-16, 6-16 REACTIONS. (size)11=0-8-0, 2=0-8-0, 13=0-8-0 Max Horz 2=468(LC 12) Max Uplift 11=-471(LC 9), 2=-591(LC 12), 13=-1282(LC 12) Max Grav 11=338(LC 1), 2=1059(LC 17), 13=1561(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1684/1338, 3-5=-801/623, 5-6=-684/688, 6-7=-348/383, 7-9=-348/383, 10-11=-161/347 BOT CHORD 2-17=-1717/1568, 16-17=-1717/1568, 6-14=-25/353, 12-13=-1283/259, 11-12=-1283/259 WEBS 3-17=0/292, 3-16=-971/1128, 5-16=-143/333, 6-16=-991/963, 9-13=-711/1881, 9-12=-901/214, 9-11=-258/1331, 6-13=-1036/814 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 4-11-5, Exterior(2N) 4-11-5 to 13-10-0, Corner(3R) 13-10-0 to 19-10-4, Exterior(2N) 19-10-4 to 31-1-4 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 471 lb uplift at joint 11, 591 lb uplift at joint 2 and 1282 lb uplift at joint 13. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 14,2021 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 2765385-SYNERGY-8401 Truss C05 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959815 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:35 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-WvSpQ1m9Hlztx3GHn23_We54Yu7Zz2krJFiOIFzGwtc Scale = 1:58.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1020 21 22 23 4x8 5x12 4x4 4x6 3x6 5x6 2x4 2x4 2x4 3x4 2x4 5x8 3x4 4x6 6x8 4x6 4x8 2x4 6-2-14 6-2-14 11-10-0 5-7-2 17-9-10 5-11-10 20-0-0 2-2-6 21-3-0 1-3-0 22-3-0 1-0-0 26-8-6 4-5-6 31-4-0 4-7-10 -1-0-0 1-0-0 6-2-14 6-2-14 11-10-0 5-7-2 17-9-10 5-11-10 20-0-0 2-2-6 22-3-0 2-3-0 26-8-6 4-5-6 31-4-0 4-7-10 0-5-85-4-117-2-152-4-113-0-05-4-115.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-13], [13:0-3-8,0-3-0], [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 0.95 0.51 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.11 0.02 (loc) 2-18 2-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 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* 9-10: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-11 oc bracing. WEBS 1 Row at midpt 5-17 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size)10=0-8-0, 2=0-8-0, 13=0-8-0 Max Horz 2=407(LC 12) Max Uplift 10=-355(LC 12), 2=-557(LC 12), 13=-1391(LC 12) Max Grav 10=276(LC 22), 2=936(LC 17), 13=1885(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1431/1401, 3-4=-745/840, 4-5=-627/872, 5-6=-1115/1097, 6-7=-219/771, 7-8=-321/792, 8-9=-216/1246, 9-10=-238/867 BOT CHORD 2-18=-1613/1402, 17-18=-1613/1402, 12-13=-919/1199, 11-12=-1230/215 WEBS 3-18=0/250, 3-17=-783/914, 4-17=-145/348, 8-11=-292/254, 9-11=-1236/194, 6-13=-1175/2404, 7-12=-677/648, 8-12=-550/1688, 5-17=-1043/911, 5-14=0/254, 5-13=-1114/1442, 6-12=-2098/957 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 4-11-5, Exterior(2N) 4-11-5 to 11-10-0, Corner(3E) 11-10-0 to 17-9-10, Exterior(2N) 17-9-10 to 22-3-0, Corner(3E) 22-3-0 to 26-8-6, Exterior(2N) 26-8-6 to 31-1-4 zone; cantilever left and right exposed ; porch 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 355 lb uplift at joint 10, 557 lb uplift at joint 2 and 1391 lb uplift at joint 13. May 14,2021 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 2765385-SYNERGY-8401 Truss C06 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959816 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:36 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-_50BdNnn226kZDrTLlaD3reGLHLEiSH_YvSyqhzGwtb Scale = 1:58.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019 20 21 5x6 5x12 4x6 5x12 2x4 6x8 5x6 2x4 5x8 2x4 3x4 2x4 4x4 3x6 5x6 2x4 3x4 9-10-0 9-10-0 15-9-10 5-11-10 20-0-0 4-2-6 21-3-0 1-3-0 22-3-0 1-0-0 28-8-6 6-5-6 31-4-0 2-7-10 -1-0-0 1-0-0 7-0-9 7-0-9 9-10-0 2-9-7 15-9-10 5-11-10 20-0-0 4-2-6 22-3-0 2-3-0 28-8-6 6-5-6 31-4-0 2-7-10 0-5-84-6-117-2-151-6-113-0-04-6-115.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [8:0-7-0,0-2-12], [18:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.99 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 0.35 -0.05 (loc) 11-12 11-12 10 l/defl >314 >349 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 8-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)10=0-8-0, 2=0-8-0, 13=0-8-0 Max Horz 2=345(LC 12) Max Uplift 10=-553(LC 12), 2=-671(LC 12), 13=-1102(LC 12) Max Grav 10=464(LC 22), 2=988(LC 1), 13=1498(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1512/1921, 3-4=-1210/1694, 4-5=-1068/1597, 5-6=-204/914, 6-7=-199/1181, 7-8=-269/976 BOT CHORD 2-18=-2060/1390, 17-18=-1244/721, 13-14=-1355/772, 12-13=-744/168, 11-12=-2753/815, 10-11=-2864/829 WEBS 3-18=-477/662, 4-18=-195/270, 5-18=-439/613, 15-17=-437/949, 5-15=-414/924, 8-11=-963/258, 8-10=-925/3200, 6-13=-443/681, 7-12=-659/0, 8-12=-710/2047, 5-13=-1016/919, 14-17=-1526/885 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 4-11-5, Exterior(2N) 4-11-5 to 9-10-0, Corner(3E) 9-10-0 to 15-9-10, Exterior(2N) 15-9-10 to 22-3-0, Corner(3R) 22-3-0 to 28-3-0, Exterior(2N) 28-3-0 to 31-1-4 zone; cantilever left and right exposed ; porch 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 553 lb uplift at joint 10, 671 lb uplift at joint 2 and 1102 lb uplift at joint 13. May 14,2021 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 2765385-SYNERGY-8401 Truss C07 Truss Type Roof Special Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959817 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:37 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-SIaZqioQpMEbANQfvT5Sc3AQlhl_R_a8nZBVM7zGwta Scale = 1:56.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 4x8 6x8 5x6 5x6 4x4 5x6 5x6 6x8 2x4 3x4 2x4 4x4 6x8 3x4 2x4 4-1-2 4-1-2 7-10-0 3-8-14 13-9-10 5-11-10 20-0-0 6-2-6 20-11-0 0-11-0 21-0-0 0-1-0 25-11-12 4-11-12 31-4-0 5-4-4 -1-0-0 1-0-0 4-1-2 4-1-2 7-10-0 3-8-14 13-9-10 5-11-10 20-0-0 6-2-6 21-0-0 1-0-0 23-6-0 2-6-0 27-1-3 3-7-3 30-8-6 3-7-3 31-4-0 0-7-10 0-5-83-8-116-8-110-5-83-0-06-8-115.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-4], [7:0-3-0,0-2-4], [8:0-3-0,0-2-4], [10:Edge,0-1-6], [15:0-3-0,0-3-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.70 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.20 0.04 (loc) 10-11 2-16 12 l/defl >903 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 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 *Except* 6-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS. (size)10=0-8-0, 2=0-8-0, 12=0-8-0 Max Horz 2=-290(LC 10) Max Uplift 10=-475(LC 12), 2=-648(LC 12), 12=-1195(LC 12) Max Grav 10=390(LC 22), 2=988(LC 17), 12=1563(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1570/2015, 3-4=-1332/1697, 4-5=-1089/1453, 5-6=-198/279, 6-7=-48/456, 7-8=-89/462, 8-9=-441/1910, 9-10=-583/1980 BOT CHORD 2-16=-2071/1573, 15-16=-1617/1303, 14-15=-1405/1078, 13-14=-790/668, 6-13=-457/654, 11-12=-309/120, 10-11=-1660/489 WEBS 3-16=-307/501, 4-16=-134/316, 5-15=-66/304, 5-14=-1242/1666, 8-12=-554/1237, 8-11=-1745/406, 9-11=-320/607, 6-12=-1073/1002 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 4-11-5, Exterior(2N) 4-11-5 to 7-10-0, Corner(3E) 7-10-0 to 13-9-10, Exterior(2N) 13-9-10 to 21-0-0, Corner(3E) 21-0-0 to 23-6-0, Corner(3R) 23-6-0 to 29-6-0, Exterior(2N) 29-6-0 to 31-0-0 zone; cantilever left and right exposed ; porch 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 475 lb uplift at joint 10, 648 lb uplift at joint 2 and 1195 lb uplift at joint 12. May 14,2021 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 2765385-SYNERGY-8401 Truss CJ1 Truss Type CORNER JACK Qty 23 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959818 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:38 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-wU8y22p2agMSoW?sSAch8Gjlv5F3AafH0Dx3uZzGwtZ Scale = 1:7.2 1 2 3 4 4x4 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-5-80-10-80-6-10-10-85.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=74(LC 12) Max Uplift 3=-16(LC 1), 2=-202(LC 12) Max Grav 3=33(LC 12), 2=175(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 16 lb uplift at joint 3 and 202 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss CJ3 Truss Type CORNER JACK Qty 16 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959819 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:41 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-L3p4g4rwtbk1f_kR8JAPmvLEMICZNxOjiB9jVuzGwtW Scale = 1:11.4 1 2 3 4 5x6 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-5-81-8-81-4-11-8-85.00 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-P 0.35 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=133(LC 12) Max Uplift 3=-70(LC 12), 2=-294(LC 12), 4=-56(LC 8) Max Grav 3=89(LC 17), 2=240(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 70 lb uplift at joint 3, 294 lb uplift at joint 2 and 56 lb uplift at joint 4. May 14,2021 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 2765385-SYNERGY-8401 Truss CJ4 Truss Type Jack-Open Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959820 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:43 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-HSxr5mtAPC_luItpFjCtrKQan6wUrru09VepanzGwtU Scale = 1:11.4 1 2 3 4 57x8 2x4 4x4 1-8-5 1-8-5 3-0-0 1-3-11 1-8-5 1-8-5 3-0-0 1-3-11 1-1-151-8-81-4-11-8-81-1-155.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-3] 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-R 0.36 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 3-5 3-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 *Except* 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=Mechanical Max Horz 3=95(LC 12) Max Uplift 3=-159(LC 12), 4=-130(LC 12), 5=-4(LC 12) Max Grav 3=299(LC 17), 4=171(LC 17), 5=51(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-165/250 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 1-8-11, Exterior(2R) 0-1-12 to 2-11-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 3, 130 lb uplift at joint 4 and 4 lb uplift at joint 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 14,2021 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 2765385-SYNERGY-8401 Truss CJ5 Truss Type Corner Jack Qty 3 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959821 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:45 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-Dq3bWRuRxpES8b1CN8ELwlWoFwRNJkOJdp7wefzGwtS Scale = 1:15.5 1 2 3 4 5x6 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-5-82-6-82-2-12-6-85.00 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-P 0.87 0.86 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 0.19 -0.00 (loc) 2-4 2-4 3 l/defl >278 >295 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=195(LC 12) Max Uplift 3=-163(LC 12), 2=-370(LC 12), 4=-99(LC 8) Max Grav 3=188(LC 17), 2=319(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 163 lb uplift at joint 3, 370 lb uplift at joint 2 and 99 lb uplift at joint 4. May 14,2021 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 2765385-SYNERGY-8401 Truss CJ11 Truss Type Corner Jack Qty 2 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959822 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:39 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-OgiKFOpgLzUJQga20u7whUGzoVbIv1vREtgcR0zGwtY Scale = 1:7.2 1 2 3 2x4 1-0-0 1-0-0 1-0-0 1-0-0 0-5-80-10-80-6-10-10-85.00 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-P 0.04 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 3 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)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=42(LC 12) Max Uplift 1=-12(LC 12), 2=-42(LC 12) Max Grav 1=43(LC 17), 2=42(LC 17), 3=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 12 lb uplift at joint 1 and 42 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss CJ21 Truss Type Jack-Open Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959823 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:40 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-stGiTkqI6HcA1q9Eabf9Dho5tvuQeU9aTXQ9zSzGwtX Scale = 1:11.4 1 4 5 2 3 2x4 2x4 2x4 2x4 1-0-12 1-0-12 2-1-8 1-0-12 1-5-13 1-5-13 2-1-8 0-7-11 0-11-51-5-51-1-131-4-11-8-81-5-55.00 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-R 0.21 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.01 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=59(LC 12) Max Uplift 4=-72(LC 12), 2=-79(LC 12), 3=-53(LC 12) Max Grav 4=86(LC 1), 2=77(LC 17), 3=38(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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 72 lb uplift at joint 4, 79 lb uplift at joint 2 and 53 lb uplift at joint 3. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 14,2021 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 2765385-SYNERGY-8401 Truss CJ22 Truss Type Jack-Open Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959824 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:40 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-stGiTkqI6HcA1q9Eabf9Dho3qvtJeU9aTXQ9zSzGwtX Scale = 1:11.4 1 4 2 34x6 2x4 2x4 1-6-0 1-6-0 3-0-0 1-6-0 2-4-5 2-4-5 3-0-0 0-7-11 1-5-51-8-81-4-11-8-81-5-55.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0] 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-P 0.34 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 1-3 1-3 2 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 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=191(LC 9) Max Uplift 1=-36(LC 12), 2=-104(LC 12), 3=-10(LC 12) Max Grav 1=126(LC 1), 2=118(LC 17), 3=55(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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2R) 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 36 lb uplift at joint 1, 104 lb uplift at joint 2 and 10 lb uplift at joint 3. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 14,2021 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 2765385-SYNERGY-8401 Truss CJ31 Truss Type Corner Jack Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959825 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:42 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-pFNSuQsYeusuH8Idh0heJ6uQuicy6OetxrvG1LzGwtV Scale = 1:11.4 1 2 3 2x4 3-0-0 3-0-0 3-0-0 3-0-0 0-5-81-8-81-4-11-8-85.00 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-P 0.30 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 1-3 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a 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=101(LC 12) Max Uplift 1=-43(LC 12), 2=-109(LC 12) Max Grav 1=126(LC 17), 2=116(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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 43 lb uplift at joint 1 and 109 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss CJ41 Truss Type Corner Jack Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959826 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:44 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-leVDJ6tpAW6cWRS?pRj6OXzgtWFQaH8AO9ON6DzGwtT Scale = 1:14.5 1 2 3 4 5x6 4-6-0 4-6-0 -1-0-0 1-0-0 4-6-0 4-6-0 0-5-82-4-01-11-92-4-05.00 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-P 0.65 0.20 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: 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=179(LC 12) Max Uplift 3=-141(LC 12), 2=-241(LC 12) Max Grav 3=164(LC 17), 2=318(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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 241 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss D01 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959827 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:46 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-h0dzjnv3h7MJllcOwslaTy2zQJnk2zkSrTtUB6zGwtR Scale = 1:49.1 1 2 3 4 5 6 7 11 10 9 812131415 3x4 5x6 2x4 6x8 5x6 3x4 3x4 2x4 3x4 3x4 9-0-0 9-0-0 18-11-2 9-11-2 28-1-0 9-1-14 -1-0-0 1-0-0 7-0-0 7-0-0 14-10-0 7-10-0 21-3-12 6-5-12 28-1-0 6-9-4 0-5-86-7-115.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.85 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.43 0.06 (loc) 9-11 9-11 8 l/defl >999 >772 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-7: 2x4 SP No.2, 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=498(LC 12) Max Uplift 8=-788(LC 12), 2=-830(LC 12) Max Grav 8=1498(LC 17), 2=1687(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3044/1798, 3-5=-2786/1699, 5-6=-1533/1008 BOT CHORD 2-11=-2081/2840, 9-11=-1247/1726, 8-9=-911/1256 WEBS 3-11=-579/687, 5-11=-658/1160, 5-9=-357/439, 6-9=-279/787, 6-8=-1705/1245 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2E) 4-11-5 to 27-11-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 788 lb uplift at joint 8 and 830 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss D02 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959828 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:47 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-9DBLx7whSRUANvBaUZHp?Ab6Kj98nRNc47c1jYzGwtQ Scale = 1:49.7 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 4x4 5x6 4x6 3x6 5x6 4x4 3x4 3x6 3x8 5x6 4x4 3x8 9-0-0 9-0-0 16-2-0 7-2-0 22-1-8 5-11-8 28-1-0 5-11-8 -1-0-0 1-0-0 7-6-12 7-6-12 14-6-0 6-11-4 16-2-0 1-8-0 22-1-8 5-11-8 28-1-0 5-11-8 0-5-85-9-116-6-05-9-115.00 12 Plate Offsets (X,Y)-- [4:0-2-0,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 0.96 0.71 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.35 0.06 (loc) 2-13 2-13 9 l/defl >999 >959 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-4-2 oc bracing. WEBS 1 Row at midpt 5-13, 8-10 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=437(LC 12) Max Uplift 9=-775(LC 12), 2=-843(LC 12) Max Grav 9=1427(LC 17), 2=1647(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2892/2405, 3-5=-2721/2418, 5-6=-2015/1911, 6-7=-1853/1704, 7-8=-1269/1251, 8-9=-1335/1522 BOT CHORD 2-13=-2602/2705, 11-13=-1594/1706, 10-11=-1251/1269 WEBS 3-13=-571/857, 5-13=-981/1147, 5-11=-495/728, 6-11=-897/1042, 7-11=-723/805, 7-10=-979/1233, 8-10=-1692/1726 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 4-11-5, Exterior(2N) 4-11-5 to 14-6-0, Corner(3E) 14-6-0 to 16-2-0, Exterior(2N) 16-2-0 to 27-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 775 lb uplift at joint 9 and 843 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss D03 Truss Type ROOF SPECIAL Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959829 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:48 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-dPlk8TwJDkc1?3mn2Ho2YN8Jc7VmWvhlJnMaF_zGwtP Scale = 1:49.9 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 4x4 4x6 5x6 2x4 6x8 5x6 3x4 3x4 3x6 3x10 4x4 9-0-0 9-0-0 18-2-0 9-2-0 28-1-0 9-11-0 -1-0-0 1-0-0 7-6-12 7-6-12 14-6-0 6-11-4 18-2-0 3-8-0 23-1-8 4-11-8 28-1-0 4-11-8 0-5-84-11-116-6-04-11-115.00 12 Plate Offsets (X,Y)-- [4:0-2-0,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 0.86 0.75 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.44 0.06 (loc) 2-12 9-10 9 l/defl >999 >760 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-4-0 oc bracing. WEBS 1 Row at midpt 5-12, 7-9 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=376(LC 12) Max Uplift 9=-763(LC 12), 2=-855(LC 12) Max Grav 9=1412(LC 18), 2=1634(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2873/2546, 3-5=-2703/2560, 5-6=-2238/2221, 6-7=-2022/1898, 8-9=-140/293 BOT CHORD 2-12=-2602/2703, 10-12=-1607/1675, 9-10=-1287/1207 WEBS 3-12=-573/851, 5-12=-965/1189, 5-10=-633/876, 6-10=-1050/1299, 7-10=-926/1137, 7-9=-1643/1777 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 4-11-5, Exterior(2N) 4-11-5 to 14-6-0, Corner(3E) 14-6-0 to 18-2-0, Exterior(2N) 18-2-0 to 27-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 763 lb uplift at joint 9 and 855 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. May 14,2021 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 2765385-SYNERGY-8401 Truss D04 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959830 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:49 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-6bI6Mpxx_2kudDLzc_JH5bgSPXqeFL4vYR58nRzGwtO Scale = 1:49.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 4x4 5x6 5x6 5x6 2x4 6x8 5x6 5x6 3x4 2x4 3x4 3x4 4x4 7-0-2 7-0-2 13-8-0 6-7-14 15-4-0 1-8-0 20-2-0 4-10-0 28-1-0 7-11-0 -1-0-0 1-0-0 7-0-2 7-0-2 13-8-0 6-7-14 15-4-0 1-8-0 20-2-0 4-10-0 24-1-8 3-11-8 28-1-0 3-11-8 0-5-84-1-116-1-134-1-116-1-135.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [5:0-3-0,0-2-4], [6:0-3-0,0-2-4], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.71 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.27 -0.08 (loc) 2-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-0-13 oc bracing. WEBS 1 Row at midpt 3-13 REACTIONS. (size)10=Mechanical, 2=0-8-0 Max Horz 2=315(LC 12) Max Uplift 10=-754(LC 12), 2=-864(LC 12) Max Grav 10=1240(LC 1), 2=1388(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2484/2730, 3-5=-1691/2081, 5-6=-1521/2045, 6-7=-1650/2047, 7-8=-1810/2163 BOT CHORD 2-14=-2666/2333, 13-14=-2666/2333, 12-13=-1735/1474, 11-12=-2200/1834, 10-11=-1280/1063 WEBS 3-14=0/307, 3-13=-965/1032, 5-13=-406/390, 6-12=-385/431, 7-12=-528/597, 7-11=-620/967, 8-11=-1255/1062, 8-10=-1481/1809 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 4-11-5, Exterior(2N) 4-11-5 to 13-8-0, Corner(3E) 13-8-0 to 20-2-0, Exterior(2N) 20-2-0 to 27-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 754 lb uplift at joint 10 and 864 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss D05 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959831 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:50 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-aosUZ9yZlMslEMw99iqWdoDeAxC2_pH2m5rhKtzGwtN Scale = 1:49.9 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 4x8 4x8 5x8 3x6 5x6 3x4 3x4 2x4 3x4 3x8 3x8 5x6 6-0-2 6-0-2 11-8-0 5-7-14 17-4-0 5-8-0 22-2-0 4-10-0 28-1-0 5-11-0 -1-0-0 1-0-0 6-0-2 6-0-2 11-8-0 5-7-14 17-4-0 5-8-0 22-2-0 4-10-0 28-1-0 5-11-0 0-5-83-3-115-3-133-3-115-3-135.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-4], [5:0-4-8,0-2-0], [9:0-3-8,0-1-8] 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 0.92 0.64 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.21 -0.08 (loc) 12 12-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-2-11 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=254(LC 12) Max Uplift 8=-746(LC 12), 2=-872(LC 12) Max Grav 8=1240(LC 1), 2=1376(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2481/2968, 3-4=-1890/2466, 4-5=-1672/2413, 5-6=-1834/2445, 6-7=-1876/2405, 7-8=-1181/1531 BOT CHORD 2-13=-2809/2311, 12-13=-2809/2311, 10-12=-2078/1679, 9-10=-2470/1919 WEBS 3-12=-709/813, 4-12=-279/409, 5-10=-242/371, 6-10=-373/510, 6-9=-879/1344, 7-9=-2674/2074 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 4-11-5, Exterior(2N) 4-11-5 to 11-8-0, Corner(3E) 11-8-0 to 22-2-0, Exterior(2N) 22-2-0 to 27-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 746 lb uplift at joint 8 and 872 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss D06 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959832 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:51 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-2_QsnVzCWf_csWVMjPLlA0morKT1jGAC?laFsJzGwtM Scale = 1:49.9 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 4x4 5x6 5x8 2x4 6x8 5x6 4x4 3x8 2x4 3x4 3x8 9-8-0 9-8-0 19-4-0 9-8-0 28-1-0 8-9-0 -1-0-0 1-0-0 6-9-6 6-9-6 9-8-0 2-10-10 14-6-0 4-10-0 19-4-0 4-10-0 24-2-0 4-10-0 28-1-0 3-11-0 0-5-82-5-114-5-132-5-114-5-135.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.91 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.40 0.08 (loc) 2-12 2-12 9 l/defl >999 >828 n/a L/d 240 180 n/a PLATES MT20 Weight: 139 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 9-11: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-8 oc bracing. REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=192(LC 12) Max Uplift 9=-741(LC 12), 2=-878(LC 12) Max Grav 9=1240(LC 1), 2=1361(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2388/2584, 3-4=-2079/2335, 4-5=-1908/2196, 5-6=-1829/2220, 6-7=-2012/2234, 8-9=-129/259 BOT CHORD 2-12=-2351/2154, 10-12=-2182/2057, 9-10=-2218/1838 WEBS 3-12=-425/667, 4-12=-655/606, 5-12=-330/397, 5-10=-418/425, 6-10=-309/454, 7-10=-101/346, 7-9=-2065/2547 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 4-11-5, Exterior(2N) 4-11-5 to 9-8-0, Corner(3R) 9-8-0 to 15-8-0, Exterior(2N) 15-8-0 to 19-4-0, Corner(3E) 19-4-0 to 24-2-0, Exterior(2N) 24-2-0 to 27-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 741 lb uplift at joint 9 and 878 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss D07 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959833 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:53 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-_NYdBB_S2HFK5qekrqNDFQrDj8A2BFrUS33LwCzGwtK Scale = 1:50.8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 3x4 3x4 4x6 4x6 4x6 2x4 6x8 5x6 4x6 3x8 2x4 3x4 4x12 4x8 3x4 7-8-11 7-8-11 11-4-0 3-7-5 21-4-0 10-0-0 28-1-0 6-9-0 -1-0-0 1-0-0 4-6-0 4-6-0 7-8-11 3-2-11 9-0-0 1-3-5 10-0-0 1-0-0 11-4-0 1-4-0 16-4-0 5-0-0 21-4-0 5-0-0 26-2-0 4-10-0 28-1-0 1-11-0 0-5-83-7-131-7-114-2-81-7-114-2-85.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-2-11], [6:0-2-0,0-2-11], [7:0-9-4,0-2-0] 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 0.65 0.87 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.52 0.09 (loc) 13-15 13-15 12 l/defl >999 >640 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-6 oc bracing. REACTIONS. (size)12=Mechanical, 2=0-8-0 Max Horz 2=-191(LC 10) Max Uplift 12=-737(LC 12), 2=-882(LC 12) Max Grav 12=1240(LC 1), 2=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2420/2085, 3-4=-2271/1951, 4-7=-1874/1727, 7-8=-2492/2168, 8-9=-1946/1677, 9-10=-2145/1724 BOT CHORD 2-16=-1963/2199, 15-16=-2009/2492, 13-15=-2111/2489, 12-13=-1293/1542 WEBS 9-13=-257/494, 8-13=-677/721, 10-13=-222/427, 10-12=-1901/1621, 4-16=-345/565, 7-16=-717/409 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 D; 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 11-5-12, Interior(1) 11-5-12 to 21-4-0, Exterior(2E) 21-4-0 to 26-2-0, Interior(1) 26-2-0 to 27-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 737 lb uplift at joint 12 and 882 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. May 14,2021 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 2765385-SYNERGY-8401 Truss D08 Truss Type Roof Special Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959834 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:54 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-SZ6?PW?4paNBj_DwOXvSoeOL?Ya2wdbehjpvTezGwtJ Scale = 1:49.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 6x8 8x10 7x10 6x8 6x8 5x6 10x12 3x10 2x4 2x4 4x6 4x4 3x4 6x8 3x4 Special Special Special Special Special Special Special 7-0-0 7-0-0 12-0-0 5-0-0 13-4-0 1-4-0 16-8-9 3-4-9 19-11-7 3-2-13 23-4-0 3-4-9 28-1-0 4-9-0 -1-0-0 1-0-0 3-6-0 3-6-0 7-0-0 3-6-0 12-0-0 5-0-0 13-4-0 1-4-0 16-8-9 3-4-9 19-11-7 3-2-13 23-4-0 3-4-9 28-1-0 4-9-0 0-5-82-9-133-4-80-10-13-4-85.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-0-13], [4:0-4-0,0-2-2], [5:0-7-0,0-4-4], [6:0-5-4,0-5-4], [10:0-0-0,0-1-10], [12:0-3-8,0-3-12], [14:0-6-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.63 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.48 -0.51 0.10 (loc) 13 13-14 10 l/defl >687 >651 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2, 9-10: 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-2 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS. (size)10=Mechanical, 2=0-8-0 Max Horz 2=178(LC 24) Max Uplift 10=-1898(LC 8), 2=-1322(LC 8) Max Grav 10=2483(LC 30), 2=1835(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3582/2479, 3-4=-3536/2445, 4-5=-3287/2348, 5-6=-6756/4954, 6-7=-6919/5195, 7-8=-6648/5141, 8-9=-4678/3745, 9-10=-5132/3993 BOT CHORD 2-16=-2160/3214, 15-16=-3389/4908, 14-15=-3382/4895, 13-14=-4305/6126, 12-13=-5022/6919, 11-12=-4967/6648, 10-11=-3491/4560 WEBS 3-16=-286/317, 4-16=-670/1049, 5-16=-1945/1465, 5-15=-148/275, 9-11=-1287/1757, 6-14=-3046/2353, 5-14=-2356/3132, 8-11=-2448/1728, 6-13=-1071/1051, 8-12=-727/1196, 7-13=-279/378, 7-12=-909/865 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 D; 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 1898 lb uplift at joint 10 and 1322 lb uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down and 217 lb up at 19-11-4, and 233 lb down and 217 lb up at 21-11-4, and 207 lb down and 180 lb up at 23-4-0 on top chord, and 1137 lb down and 945 lb up at 19-0-12, 65 lb down at 19-11-4, and 65 lb down at 21-11-4, and 352 lb down and 403 lb up at 23-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss D08 Truss Type Roof Special Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959834 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:54 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-SZ6?PW?4paNBj_DwOXvSoeOL?Ya2wdbehjpvTezGwtJ 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, 6-9=-70, 9-10=-70, 2-10=-20 Concentrated Loads (lb) Vert: 9=-21(B) 11=-281(B) 8=-102(B) 12=-33(B) 18=-102(B) 19=-1137(B) 20=-33(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 2765385-SYNERGY-8401 Truss D09 Truss Type Roof Special Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959835 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:56 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-OyDlqC1KLCdvyHNJWyxwt3ThKLEROWex90I?XXzGwtH Scale = 1:34.3 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 4x8 4x8 4x6 2x4 6x8 5x6 2x4 5x8 2x4 3x4 Special Special Special Special Special Special Special Special Special Special Special Special 5-0-0 5-0-0 9-6-0 4-6-0 14-0-0 4-6-0 19-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 9-6-0 4-6-0 14-0-0 4-6-0 15-4-0 1-4-0 19-0-0 3-8-0 0-5-81-11-132-6-81-11-132-6-85.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [5:0-5-4,0-2-0], [10:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.70 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.24 -0.08 (loc) 10 9-10 8 l/defl >886 >923 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=157(LC 8) Max Uplift 8=-1060(LC 8), 2=-1213(LC 8) Max Grav 8=1316(LC 1), 2=1462(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2680/2170, 3-4=-3172/2578, 4-5=-3172/2578, 5-6=-2610/2188 BOT CHORD 2-11=-1982/2388, 10-11=-1989/2398, 9-10=-2021/2424, 8-9=-2006/2393 WEBS 3-11=-102/348, 3-10=-654/944, 4-10=-637/622, 5-10=-576/866, 5-9=-133/291, 6-9=-235/287, 6-8=-2593/2186 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=4ft; Cat. II; Exp D; 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 1060 lb uplift at joint 8 and 1213 lb uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 466 lb down and 494 lb up at 5-0-0, 209 lb down and 186 lb up at 7-0-12, 209 lb down and 186 lb up at 9-0-12, 209 lb down and 186 lb up at 9-11-4, and 209 lb down and 186 lb up at 11-11-4, and 466 lb down and 492 lb up at 14-0-0 on top chord, and 117 lb down and 174 lb up at 5-0-0, 52 lb down at 7-0-12, 52 lb down at 9-0-12, 52 lb down at 9-11-4, and 52 lb down at 11-11-4, and 117 lb down and 174 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 6-7=-70, 2-8=-20 Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss D09 Truss Type Roof Special Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959835 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:56 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-OyDlqC1KLCdvyHNJWyxwt3ThKLEROWex90I?XXzGwtH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-204(B) 5=-204(B) 11=-82(B) 9=-82(B) 12=-76(B) 13=-76(B) 14=-76(B) 15=-76(B) 16=-26(B) 17=-26(B) 18=-26(B) 19=-26(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2765385-SYNERGY-8401 Truss E01 Truss Type Hip Girder Qty 1 Ply 2 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959836 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:57 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-t8n71Y1y6VllaRyV4gS9PG?rYlc47yI4Ng1Z3zzGwtG Scale = 1:28.9 1 2 3 4 5 6 7 12 11 10 9 81314 15 16 8x10 7x8 5x8 7x8 WB 2x4 3x4 7x8 6x8 4x4 3x8 5x8 Special Special Special Special Special 3-9-2 3-9-2 7-2-0 3-4-14 9-11-0 2-9-0 12-7-7 2-8-7 16-4-0 3-8-9 -1-0-0 1-0-0 3-9-2 3-9-2 6-5-0 2-7-14 9-11-0 3-6-0 12-7-7 2-8-7 16-4-0 3-8-9 0-5-83-1-90-5-83-1-95.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-14], [4:0-7-8,0-3-0], [5:0-6-0,0-3-4], [7:0-0-1,0-1-8], [9:0-3-8,0-4-4], [10:0-4-0,0-4-12] 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 0.85 0.55 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.25 0.06 (loc) 9-10 9-10 7 l/defl >889 >741 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. REACTIONS. (size)7=0-8-0, 2=0-8-0 Max Horz 2=168(LC 7) Max Uplift 7=-4384(LC 8), 2=-3107(LC 8) Max Grav 7=7358(LC 30), 2=4884(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10162/6233, 3-4=-9876/6179, 4-5=-11326/7097, 5-6=-11741/7241, 6-7=-13250/8050 BOT CHORD 2-12=-5546/9107, 10-12=-6058/9951, 9-10=-6448/10689, 8-9=-7197/11918, 7-8=-7197/11918 WEBS 3-12=-514/661, 4-12=-1343/1135, 4-10=-2881/4729, 5-10=-736/1151, 5-9=-2004/3433, 6-9=-1542/760, 6-8=-1001/1994 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-2-0 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=4ft; Cat. II; Exp D; 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 4384 lb uplift at joint 7 and 3107 lb uplift at joint 2. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4287 lb down and 2751 lb up at 7-2-4, 1992 lb down and 1204 lb up at 9-1-8, 1447 lb down and 864 lb up at 11-0-12, and 1611 lb down and 860 lb up at 13-0-12, and 1597 lb down and 882 lb up at 15-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss E01 Truss Type Hip Girder Qty 1 Ply 2 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959836 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:57 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-t8n71Y1y6VllaRyV4gS9PG?rYlc47yI4Ng1Z3zzGwtG 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, 5-7=-70, 2-7=-20 Concentrated Loads (lb) Vert: 10=-4266(B) 13=-1992(B) 14=-1447(B) 15=-1456(B) 16=-1431(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 2765385-SYNERGY-8401 Truss E02 Truss Type Hip Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959837 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:58 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-LKLWFu2btptcCbXidNzOyUY2p9rEsbrEcKn6cPzGwtF Scale = 1:30.2 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 6x8 5x6 4x4 4x6 2x4 3x4 4x4 Special Special Special Special Special Special Special Special Special Special 5-0-0 5-0-0 11-4-0 6-4-0 16-4-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 11-4-0 6-4-0 16-4-0 5-0-0 17-4-0 1-0-0 0-5-82-6-80-5-82-6-85.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-6], [3:0-4-0,0-2-2], [5:0-0-0,0-1-6] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 1.00 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.27 -0.05 (loc) 7-9 7-9 5 l/defl >999 >700 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-10 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=140(LC 7) Max Uplift 2=-1088(LC 8), 5=-1088(LC 8) Max Grav 2=1260(LC 29), 5=1260(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2329/1907, 3-4=-2042/1796, 4-5=-2334/1910 BOT CHORD 2-9=-1641/2099, 7-9=-1636/2086, 5-7=-1606/2049 WEBS 3-9=-67/465, 4-7=-70/466 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 D; 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 1088 lb uplift at joint 2 and 1088 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 466 lb down and 494 lb up at 5-0-0, 209 lb down and 186 lb up at 7-0-12, 209 lb down and 186 lb up at 8-2-0, and 209 lb down and 186 lb up at 9-3-4, and 466 lb down and 494 lb up at 11-4-0 on top chord, and 117 lb down and 174 lb up at 5-0-0, 52 lb down at 7-0-12, 52 lb down at 8-2-0, and 52 lb down at 9-3-4, and 117 lb down and 174 lb up at 11-3-4 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 May 14,2021 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 2765385-SYNERGY-8401 Truss E02 Truss Type Hip Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959837 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:59 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-pXvuSE3Dd7?Tpl6uB4UdVh5DZZBTb25Nr_Wg8szGwtE LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-204(F) 4=-204(F) 9=-82(F) 7=-82(F) 10=-76(F) 11=-76(F) 12=-76(F) 13=-26(F) 14=-26(F) 15=-26(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 2765385-SYNERGY-8401 Truss EJ3 Truss Type Jack-Open Qty 2 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959838 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:19:59 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-pXvuSE3Dd7?Tpl6uB4UdVh5JpZPwb4sNr_Wg8szGwtE Scale = 1:11.4 1 2 3 4 5x6 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-5-81-8-81-4-11-8-85.00 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-P 0.35 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=133(LC 12) Max Uplift 3=-70(LC 12), 2=-225(LC 12) Max Grav 3=89(LC 17), 2=254(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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 70 lb uplift at joint 3 and 225 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss EJ5 Truss Type Jack-Open Qty 12 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959839 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:02 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-D5b04F55w2N2gCqTsD2K6KjiymNkoRbpXylKlAzGwtB Scale = 1:15.5 1 2 3 4 5x6 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-5-82-6-82-2-12-6-85.00 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-P 0.87 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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=195(LC 12) Max Uplift 3=-163(LC 12), 2=-249(LC 12) Max Grav 3=188(LC 17), 2=341(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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 163 lb uplift at joint 3 and 249 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss EJ6 Truss Type Jack-Open Qty 11 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959840 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:08 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-2FyHLJAsWu8CO7IdDT9kMbzjVBPNC84ivuCeyqzGwt5 Scale = 1:17.1 1 2 3 4 5x6 5-10-0 5-10-0 -1-0-0 1-0-0 5-10-0 5-10-0 0-5-82-10-112-6-42-10-115.00 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-P 0.93 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 -0.00 (loc) 2-4 2-4 3 l/defl >999 >622 n/a L/d 240 180 n/a 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 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=220(LC 12) Max Uplift 3=-198(LC 12), 2=-262(LC 12) Max Grav 3=227(LC 17), 2=380(LC 17), 4=109(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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2R) 4-11-5 to 5-9-4 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 198 lb uplift at joint 3 and 262 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss EJ7 Truss Type Jack-Open Qty 23 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959841 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:10 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-_e42m?B62VOveRR?KuBCR028d?zdg2a?NChl1jzGwt3 Scale = 1:20.6 1 2 5 3 45x6 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-5-83-4-83-0-13-4-85.00 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 0.57 0.84 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.21 -0.00 (loc) 2-4 2-4 3 l/defl >439 >387 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 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 7-2-4 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=256(LC 12) Max Uplift 3=-219(LC 12), 2=-283(LC 12) Max Grav 3=261(LC 17), 2=435(LC 17), 4=123(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 D; 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 219 lb uplift at joint 3 and 283 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss EJ31 Truss Type Jack-Open Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959842 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:00 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-HjTGfa4rOQ7KRvh4lo0s1vdUPzeaKX6W3eGDgIzGwtD Scale = 1:12.8 1 2 3 4 5x6 3-8-0 3-8-0 -1-0-0 1-0-0 3-8-0 3-8-0 0-5-81-11-131-7-71-11-135.00 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 0.36 0.56 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 0.05 -0.00 (loc) 2-4 2-4 3 l/defl >678 >721 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 3-8-0 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=154(LC 12) Max Uplift 3=-103(LC 12), 2=-317(LC 12), 4=-70(LC 8) Max Grav 3=124(LC 17), 2=265(LC 1), 4=65(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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 103 lb uplift at joint 3, 317 lb uplift at joint 2 and 70 lb uplift at joint 4. May 14,2021 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 2765385-SYNERGY-8401 Truss EJ32 Truss Type Jack-Open Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959843 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:01 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-lv1etw4T9kFB33FHJVX5a6AhnM523_LgII?mCkzGwtC Scale = 1:11.4 1 2 4 3 4x4 3x8 Special 2-8-0 2-8-0 2-8-0 2-8-0 0-7-31-8-81-4-11-8-85.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-15], [1:0-2-10,0-7-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 1-3 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-4-0 Max Horz 1=101(LC 8) Max Uplift 2=-106(LC 8), 3=-83(LC 4), 1=-109(LC 8) Max Grav 2=110(LC 13), 3=80(LC 1), 1=125(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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 2, 83 lb uplift at joint 3 and 109 lb uplift at joint 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 47 lb up at 2-1-1 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: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 4=-71(B) May 14,2021 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 2765385-SYNERGY-8401 Truss EJ51 Truss Type Jack-Open Qty 2 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959844 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:03 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-hI9PIb6jhLVvIMPfQwZZfXFtlAiaXtrzmcUtHdzGwtA Scale = 1:16.8 1 2 3 4 5x6 5-8-0 5-8-0 -1-0-0 1-0-0 5-8-0 5-8-0 0-5-82-9-132-5-72-9-135.00 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 0.87 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 -0.00 (loc) 2-4 2-4 3 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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=215(LC 12) Max Uplift 3=-191(LC 12), 2=-260(LC 12) Max Grav 3=219(LC 17), 2=372(LC 17), 4=105(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2R) 4-11-5 to 5-7-4 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 191 lb uplift at joint 3 and 260 lb uplift at joint 2. May 14,2021 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 2765385-SYNERGY-8401 Truss EJ52 Truss Type Monopitch Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959845 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:03 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-hI9PIb6jhLVvIMPfQwZZfXFw_Ad7XtrzmcUtHdzGwtA Scale = 1:17.4 1 2 345 3x4 2x4 2x4 Special Special 5-8-0 5-8-0 5-8-0 5-8-0 0-5-82-9-135.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.66 0.70 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.17 0.00 (loc) 1-3 1-3 l/defl >387 >367 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-7 oc bracing. REACTIONS. (size)1=0-8-0, 3=Mechanical Max Horz 1=174(LC 8) Max Uplift 1=-591(LC 8), 3=-925(LC 8) Max Grav 1=881(LC 1), 3=1157(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=4ft; Cat. II; Exp D; 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 591 lb uplift at joint 1 and 925 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 275 lb down and 179 lb up at 1-9-1, and 1296 lb down and 1080 lb up at 3-8-12 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=-275(F) 5=-1296(F) May 14,2021 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 2765385-SYNERGY-8401 Truss EJ53 Truss Type Jack-Open Qty 3 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959846 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:04 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-9UinVx7LSfdmwW_r_e4oClo3LaypGK56_GERp3zGwt9 Scale = 1:16.2 1 2 5 3 4 4x4 2x4 5x6 1-10-0 1-10-0 5-0-0 3-2-0 1-10-0 1-10-0 5-0-0 3-2-0 0-5-82-6-81-10-82-2-10-8-05.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [2:0-4-4,0-2-7] 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 0.81 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 0.13 -0.08 (loc) 2-4 2-4 4 l/defl >397 >459 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-5: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 1=162(LC 12) Max Uplift 1=-93(LC 12), 3=-134(LC 12), 4=-33(LC 12) Max Grav 1=240(LC 17), 3=170(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 D; 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 93 lb uplift at joint 1, 134 lb uplift at joint 3 and 33 lb uplift at joint 4. May 14,2021 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 2765385-SYNERGY-8401 Truss EJ54 Truss Type Jack-Open Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959847 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:05 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-egG9jH8_DzldXgZ2YLb1kyLMq_Gy?mfFDwz_MVzGwt8 Scale = 1:14.1 1 2 3 7 6 4 5 2x4 4x4 4x4 2x4 2x4 3-0-0 3-0-0 3-8-0 0-8-0 5-0-0 1-4-0 3-0-0 3-0-0 3-8-0 0-8-0 5-0-0 1-4-0 0-5-81-8-82-3-31-10-122-3-31-8-85.00 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-P 0.32 0.87 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 0.13 -0.02 (loc) 1-7 1-7 4 l/defl >355 >421 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. REACTIONS. (size)1=0-8-0, 4=Mechanical, 5=Mechanical Max Horz 1=142(LC 12) Max Uplift 1=-93(LC 12), 4=-48(LC 12), 5=-105(LC 12) Max Grav 1=223(LC 17), 4=55(LC 17), 5=182(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-203/365 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-0 to 3-0-0, Exterior(2R) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1, 48 lb uplift at joint 4 and 105 lb uplift at joint 5. May 14,2021 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 2765385-SYNERGY-8401 Truss EJ55 Truss Type Monopitch Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959848 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:06 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-6tqXwd8c_GtU9q8E536GHAtUuNcfkEbPSajXuyzGwt7 Scale: 3/4"=1' 1 2 345 3x4 2x4 2x4 Special Special 5-0-0 5-0-0 5-0-0 5-0-0 0-5-82-6-85.00 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.49 0.84 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.08 0.00 (loc) 1-3 1-3 l/defl >599 >680 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-1 oc bracing. REACTIONS. (size)1=0-8-0, 3=Mechanical Max Horz 1=154(LC 8) Max Uplift 1=-382(LC 8), 3=-571(LC 8) Max Grav 1=533(LC 25), 3=630(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=4ft; Cat. II; Exp D; 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 382 lb uplift at joint 1 and 571 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 16 lb up at 0-4-0, and 106 lb down and 56 lb up at 2-5-1, and 570 lb down and 661 lb up at 3-0-12 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: 1=-37 4=-106(F) 5=-570(F) May 14,2021 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 2765385-SYNERGY-8401 Truss EJ56 Truss Type Jack-Open Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959849 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:07 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-a3Ov7z9Ela?Ln_jQfmeVpNQhmn?eTggYgES5QOzGwt6 Scale = 1:14.1 1 2 3 4 8 7 5 6 4x4 4x4 4x4 2x4 2x4 1-4-0 1-4-0 2-0-0 0-8-0 5-0-0 3-0-0 -1-0-0 1-0-0 1-4-0 1-4-0 2-0-0 0-8-0 5-0-0 3-0-0 0-5-81-0-32-3-31-10-122-3-31-0-35.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.66 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.12 -0.01 (loc) 6-7 6-7 5 l/defl >475 >461 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=174(LC 12) Max Uplift 5=-112(LC 12), 2=-258(LC 12), 6=-19(LC 9) Max Grav 5=128(LC 17), 2=334(LC 17), 6=111(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-261/149, 3-4=-256/116 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 1-4-0, Exterior(2R) 1-4-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 5, 258 lb uplift at joint 2 and 19 lb uplift at joint 6. May 14,2021 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 2765385-SYNERGY-8401 Truss EJ61 Truss Type Jack-Open Qty 7 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959850 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:09 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-WSWgYfBUHBG20HtpnBgzvoV0kbgIxbKr8YxCVGzGwt4 Scale = 1:17.1 1 2 3 9 8 7 6 4 5 5x6 2x4 4x6 4x6 3x4 3x6 3-10-0 3-10-0 4-10-0 1-0-0 5-10-0 1-0-0 -1-0-0 1-0-0 3-10-0 3-10-0 4-10-0 1-0-0 5-10-0 1-0-0 0-5-82-10-111-6-112-6-41-4-00-8-05.00 12 Plate Offsets (X,Y)-- [3:0-2-9,0-1-12], [6:0-2-8,0-1-8] 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-R 0.39 0.65 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.03 -0.02 (loc) 3 8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-9,6-7: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=220(LC 12) Max Uplift 4=-72(LC 12), 2=-259(LC 12), 5=-91(LC 12) Max Grav 4=95(LC 17), 2=386(LC 17), 5=200(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/183 BOT CHORD 2-9=-428/362, 3-8=-139/270, 7-8=-508/422, 6-7=-273/231, 3-6=-399/489 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2R) 4-11-5 to 5-9-4 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 72 lb uplift at joint 4, 259 lb uplift at joint 2 and 91 lb uplift at joint 5. May 14,2021 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 2765385-SYNERGY-8401 Truss FG1 Truss Type Flat Girder Qty 1 Ply 2 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959851 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:12 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-w1BoBgDNa6edtlbOSJDgWR7TboeR8jqHqWAs5bzGwt1 Scale = 1:57.9 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 3x10 6x8 4x6 4x8 7x8 7x8 7x8 2x4 7x10 2x4 8x10 7x10 8x12 2x4 7x8 2x4 2x4 7x10 6x8 3x4 3x4 4x12 4x12 2x4 3-9-1 3-9-1 7-6-3 3-9-1 11-3-4 3-9-1 14-3-8 3-0-4 17-1-13 2-10-6 20-0-3 2-10-6 23-0-7 3-0-4 26-8-11 3-8-4 30-5-0 3-8-4 34-1-4 3-8-4 3-9-1 3-9-1 7-6-3 3-9-1 11-3-4 3-9-1 14-3-8 3-0-4 17-1-13 2-10-6 20-0-3 2-10-6 23-0-7 3-0-4 26-8-11 3-8-4 30-5-0 3-8-4 34-1-4 3-8-4 1-8-0Plate Offsets (X,Y)-- [1:0-4-0,0-4-0], [4:0-4-0,0-4-4], [6:0-3-8,0-2-0], [9:0-6-0,0-4-8], [13:0-4-0,0-4-4], [20:0-1-12,0-4-8], [21:0-5-0,0-4-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.94 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 -0.59 0.03 (loc) 17 16-17 13 l/defl >718 >455 n/a L/d 240 180 n/a PLATES MT20 Weight: 444 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-5: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 *Except* 15-20: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 1-24,12-13,4-21,9-17: 2x8 SP 2400F 2.0E 9-18,4-20,8-19,6-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. REACTIONS. (size)24=0-7-4, 13=0-4-0, 21=0-8-0 Max Uplift 24=-2132(LC 4), 13=-2368(LC 8), 21=-5375(LC 8) Max Grav 24=1154(LC 1), 13=5022(LC 1), 21=8242(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1058/2030, 1-2=-327/2640, 2-3=-327/2640, 3-4=-5126/10241, 4-6=-1526/2209, 6-7=-5229/2112, 7-8=-5229/2112, 8-9=-10021/4215, 9-10=-11839/4570, 10-11=-11839/4570, 11-12=-790/277, 12-13=-2424/1410 BOT CHORD 23-24=-460/232, 22-23=-3992/0, 21-22=-3992/0, 20-21=-10241/5126, 19-20=-2209/1526, 18-19=-4215/10021, 17-18=-5166/12668, 16-17=-5166/12668, 14-16=-2791/7619, 13-14=-2791/7619 WEBS 1-23=-2310/100, 2-23=-1373/1599, 3-23=-2362/4387, 3-22=-241/290, 3-21=-6713/5677, 4-21=-5374/3163, 9-16=-872/627, 10-16=-1184/479, 11-16=-1872/4441, 11-13=-7250/2670, 9-18=-2850/1043, 4-20=-3877/8651, 8-18=-341/1075, 6-20=-3523/1711, 8-19=-5202/2284, 6-19=-3949/8073, 7-19=-1073/680 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) 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 2132 lb uplift at joint 24, 2368 lb uplift at joint 13 and 5375 lb uplift at joint 21.Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss FG1 Truss Type Flat Girder Qty 1 Ply 2 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959851 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:12 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-w1BoBgDNa6edtlbOSJDgWR7TboeR8jqHqWAs5bzGwt1 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 582 lb down and 741 lb up at 0-3-10, 636 lb down and 892 lb up at 2-0-12, 636 lb down and 892 lb up at 4-0-12, 641 lb down and 892 lb up at 6-0-12, 551 lb down and 765 lb up at 8-0-12, 551 lb down and 765 lb up at 10-0-12, 551 lb down and 401 lb up at 12-2-4, 551 lb down and 401 lb up at 14-2-4, 551 lb down and 401 lb up at 16-2-4, 551 lb down and 394 lb up at 18-2-4, 551 lb down and 365 lb up at 20-2-4, 551 lb down and 332 lb up at 22-2-4, 551 lb down and 296 lb up at 24-2-4, 551 lb down and 255 lb up at 26-2-4, 551 lb down and 212 lb up at 28-2-4, 551 lb down and 212 lb up at 30-2-4, and 551 lb down and 212 lb up at 32-2-4, and 1905 lb down and 1227 lb up at 33-9-10 on top 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: 1-12=-70, 13-24=-20 Concentrated Loads (lb) Vert: 1=-582 12=-1751 11=-551 8=-551 6=-551 25=-636 26=-636 27=-641 28=-551 29=-551 30=-551 32=-551 33=-551 35=-551 36=-551 37=-551 38=-551 39=-551 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 2765385-SYNERGY-8401 Truss FG2 Truss Type Flat Girder Qty 1 Ply 2 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959852 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:14 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-tPJZbMFd5kuL62lmZkG8csDmCcNTceMaHqfyAUzGwt? Scale = 1:57.9 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 26 27 28 29 30 31 32 33 34 35 36 3x6 6x8 4x12 7x8 7x8 7x8 8x12 7x8 4x12 2x4 2x4 3x4 4x8 7x8 6x8 7x10 2x4 2x4 5x8 3x10 6x8 3x4 3x8 Special Special 4-0-10 4-0-10 7-7-12 3-7-2 11-4-12 3-9-0 11-7-4 0-2-8 14-3-3 2-7-15 17-1-10 2-10-7 20-0-1 2-10-7 22-10-8 2-10-7 26-5-9 3-7-1 30-0-11 3-7-1 34-1-4 4-0-9 4-0-10 4-0-10 7-7-12 3-7-2 11-4-12 3-9-0 14-3-3 2-10-7 17-1-10 2-10-7 20-0-1 2-10-7 22-10-8 2-10-7 26-5-9 3-7-1 30-0-11 3-7-1 34-1-4 4-0-9 1-8-0Plate Offsets (X,Y)-- [5:0-5-0,0-4-8], [8:0-4-0,0-4-8], [12:0-4-0,0-4-12], [18:0-5-4,0-1-12], [19:0-4-0,0-4-8], [20:0-4-0,0-4-12], [21:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.71 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.53 -0.58 -0.03 (loc) 15-16 15-16 20 l/defl >503 >463 n/a L/d 240 180 n/a PLATES MT20 Weight: 442 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-5: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* 19-23: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-23,11-12,4-20: 2x8 SP 2400F 2.0E 5-18,7-18,7-16,10-12,8-15,10-15,4-21,1-22,3-22: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. REACTIONS.All bearings 11-7-4 except (jt=length) 12=0-6-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 23=-787(LC 4), 12=-4003(LC 8), 20=-5486(LC 8), 21=-1152(LC 25), 22=-1725(LC 4) Max Grav All reactions 250 lb or less at joint(s) 21 except 23=457(LC 1), 12=5315(LC 25), 20=8221(LC 1), 20=8221(LC 1), 22=1552(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-470/834, 1-2=-963/1458, 2-3=-963/1458, 3-4=-2599/3945, 4-5=-6620/9965, 5-6=-5023/3039, 6-7=-5023/3039, 7-8=-12371/8510, 8-9=-12016/8646, 9-10=-12016/8646, 10-11=-915/696, 11-12=-2704/2059 BOT CHORD 21-22=-3945/2599, 20-21=-9965/6620, 19-20=-2407/1920, 18-19=-2407/1920, 17-18=-6550/9979, 16-17=-6550/9979, 15-16=-8510/12371, 13-15=-6103/8188, 12-13=-6103/8188 WEBS 4-20=-4164/3020, 5-20=-8200/5124, 5-19=-333/262, 5-18=-5355/8061, 6-18=-1015/650, 7-18=-5377/3814, 7-16=-2151/2642, 8-16=-943/851, 10-12=-7642/5681, 8-15=-375/279, 9-15=-1194/1013, 10-15=-2683/4038, 4-21=-4224/6325, 1-22=-1549/1100, 3-21=-1423/1588, 2-22=-1679/1871, 3-22=-1726/2624 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) 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.Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss FG2 Truss Type Flat Girder Qty 1 Ply 2 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959852 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:14 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-tPJZbMFd5kuL62lmZkG8csDmCcNTceMaHqfyAUzGwt? NOTES- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 787 lb uplift at joint 23, 4003 lb uplift at joint 12, 5486 lb uplift at joint 20, 1152 lb uplift at joint 21 and 1725 lb uplift at joint 22. 9) 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 582 lb down and 741 lb up at 0-3-10, 636 lb down and 892 lb up at 2-0-12, 636 lb down and 892 lb up at 4-0-12, 539 lb down and 757 lb up at 6-0-12, 551 lb down and 765 lb up at 8-0-12, 551 lb down and 765 lb up at 10-0-12, 551 lb down and 401 lb up at 12-2-4, 551 lb down and 401 lb up at 14-2-4, 551 lb down and 401 lb up at 16-2-4, 551 lb down and 408 lb up at 18-2-4, 551 lb down and 437 lb up at 20-2-4, 551 lb down and 470 lb up at 22-2-4, 551 lb down and 505 lb up at 24-2-4, 558 lb down and 546 lb up at 26-2-4, 616 lb down and 590 lb up at 28-2-4, 641 lb down and 589 lb up at 30-2-4, and 641 lb down and 589 lb up at 32-2-4, and 2179 lb down and 1599 lb up at 33-9-10 on top 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: 1-11=-70, 12-23=-20 Concentrated Loads (lb) Vert: 1=-582 11=-1960 5=-551 7=-551 10=-551 9=-551 2=-636(F) 24=-636(F) 25=-539 26=-551 27=-551 28=-551 30=-551 31=-551 33=-551 34=-551 35=-551 36=-551 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 2765385-SYNERGY-8401 Truss FG3 Truss Type Roof Special Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959853 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:16 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-poRJ02GtdL83MMv9h9IchHIByP6f4ZMtl883DMzGwsz Scale = 1:28.9 1 2 3 4 5 12 11 10 9 8 7 6 13 14 15 16 17 18 19 6x8 5x6 6x8 2x4 5x6 5x6 2x4 7x8 3x8 3x6 7x8 5x6 2-10-8 2-10-8 7-0-8 4-2-0 11-2-8 4-2-0 14-1-0 2-10-8 2-10-8 2-10-8 7-0-8 4-2-0 11-2-8 4-2-0 14-1-0 2-10-8 5-0-06-8-01-8-05-0-01-4-01-4-01-4-0Plate Offsets (X,Y)-- [2:0-3-0,0-3-8], [4:0-3-0,0-3-8], [8:0-5-8,0-4-4], [10:0-5-8,0-4-4] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.48 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.08 0.07 (loc) 9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-11,4-7: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-12,5-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. REACTIONS. (size)12=0-3-8, 6=0-3-0 Max Uplift 12=-1208(LC 4), 6=-1580(LC 4) Max Grav 12=1937(LC 2), 6=2325(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1896/1209, 1-2=-1222/807, 2-3=-2054/1419, 3-4=-2054/1419, 4-5=-1496/1047, 5-6=-2288/1580 BOT CHORD 2-10=-1355/970, 9-10=-828/1256, 8-9=-1070/1529, 4-8=-1657/1241 WEBS 1-10=-1263/1908, 2-9=-748/1009, 3-9=-1080/883, 4-9=-443/666, 5-8=-1628/2318 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=4ft; Cat. II; Exp D; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1208 lb uplift at joint 12 and 1580 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 348 lb down and 209 lb up at 0-2-12, 337 lb down and 239 lb up at 2-1-4, 322 lb down and 284 lb up at 4-1-4, 339 lb down and 336 lb up at 6-1-4, 395 lb down and 394 lb up at 8-1-4, 465 lb down and 452 lb up at 10-1-4, and 522 lb down and 427 lb up at 12-1-4, and 528 lb down and 424 lb up at 13-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 11-12=-20, 8-10=-20, 6-7=-20 Concentrated Loads (lb) Vert: 1=-300 13=-279 14=-279 15=-279 16=-279 17=-279 18=-427 19=-434 May 14,2021 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 2765385-SYNERGY-8401 Truss G03 Truss Type Hip Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959854 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:17 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-H_?hEOHVOfGwzWULFsprDUqHCpLRp7X1_otdmpzGwsy Scale = 1:33.2 1 2 3 4 5 6 7 10 9 811 5x8 5x8 5x6 2x4 7x8 2x4 2x4 5x6 Special Special Special 5-0-0 5-0-0 9-1-0 4-1-0 13-2-0 4-1-0 18-2-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 9-1-0 4-1-0 13-2-0 4-1-0 18-2-0 5-0-0 19-2-0 1-0-0 0-5-82-6-80-5-82-6-85.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-0-13], [3:0-5-12,0-2-8], [5:0-5-12,0-2-8], [6:0-3-1,0-0-13], [9:0-4-0,0-4-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.95 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 0.21 -0.05 (loc) 9-10 9-10 6 l/defl >828 >995 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-12 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-142(LC 23) Max Uplift 2=-1640(LC 8), 6=-1356(LC 8) Max Grav 2=1456(LC 1), 6=1177(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2858/3032, 3-4=-2807/3115, 4-5=-2807/3115, 5-6=-2126/2297 BOT CHORD 2-10=-2626/2523, 9-10=-2669/2560, 8-9=-1961/1866, 6-8=-1948/1861 WEBS 3-10=-628/569, 3-9=-675/438, 4-9=-299/287, 5-9=-1163/1131, 5-8=-292/172 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch 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 1640 lb uplift at joint 2 and 1356 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 466 lb down and 494 lb up at 5-0-0 on top chord, and 117 lb down and 99 lb up at 5-0-0, and 611 lb down and 538 lb up at 6-10-4 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, 3-5=-70, 5-7=-70, 2-6=-20 Concentrated Loads (lb) Vert: 3=-204(F) 10=-82(F) 11=-576(F) May 14,2021 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 2765385-SYNERGY-8401 Truss G04 Truss Type Roof Special Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959855 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:18 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-lAZ3RkI89yOnbg3YoaK4miNXNDn3YbfACSdAIFzGwsx Scale = 1:21.4 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 4x4 5x6 5x6 4x4 4x4 2x4 6x8 3x4 2x4 3x4 3x8 Special Special Special Special Special Special Special Special 3-0-0 3-0-0 5-3-0 2-3-0 5-11-0 0-8-0 7-7-0 1-8-0 8-3-0 0-8-0 11-3-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 5-3-0 2-3-0 5-11-0 0-8-0 7-7-0 1-8-0 8-3-0 0-8-0 11-3-0 3-0-0 0-5-81-8-81-11-131-8-81-11-135.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-1-2], [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.54 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 0.12 -0.03 (loc) 10-11 10-11 9 l/defl >936 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 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 5-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=136(LC 8) Max Uplift 9=-641(LC 8), 2=-813(LC 8) Max Grav 9=630(LC 29), 2=771(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1278/1368, 3-4=-1130/1280, 4-5=-1197/1353, 5-6=-1055/1207, 6-7=-1124/1260 BOT CHORD 2-12=-1251/1115, 11-12=-1287/1141, 10-11=-1218/1101, 9-10=-1160/1042 WEBS 3-12=-349/288, 4-11=-318/343, 6-10=-318/258, 7-9=-1126/1271 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=4ft; Cat. II; Exp D; 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 641 lb uplift at joint 9 and 813 lb uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 323 lb down and 266 lb up at 3-0-0, 242 lb down and 180 lb up at 5-11-0, and 162 lb down and 120 lb up at 6-9-12, and 242 lb down and 180 lb up at 7-7-0 on top chord, and 70 lb down and 203 lb up at 3-0-0, 44 lb down and 136 lb up at 5-11-0, and 25 lb down and 86 lb up at 6-9-12, and 44 lb down and 136 lb up at 7-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 5-6=-70, 6-7=-70, 7-8=-70, 2-9=-20 Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss G04 Truss Type Roof Special Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959855 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:18 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-lAZ3RkI89yOnbg3YoaK4miNXNDn3YbfACSdAIFzGwsx LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-18(B) 5=-32(B) 6=-32(B) 12=-70(B) 10=-25(B) 13=-24(B) 14=-25(B) 15=-13(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 2765385-SYNERGY-8401 Truss G05 Truss Type Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959856 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:20 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-hZgqsPJOhaeVrzCww?MYr7SmS1P30RATgl6HM8zGwsv Scale: 3/8"=1' 1 2 3 4 5 9 8 6 10 7 5x8 5x6 4x4 5x6 3x4 2x4 6x8 5-10-0 5-10-0 10-4-8 4-6-8 12-4-0 1-11-8 18-2-0 5-10-0 -1-0-0 1-0-0 5-10-0 5-10-0 12-4-0 6-6-0 18-2-0 5-10-0 0-5-82-10-110-5-82-10-115.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-4], [4:0-3-0,0-2-4], [6:0-3-8,0-3-0] 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 0.93 0.83 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 0.20 -0.02 (loc) 2-9 2-9 6 l/defl >534 >588 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 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. BOT CHORD Rigid ceiling directly applied or 2-6-9 oc bracing. REACTIONS.All bearings 8-1-0 except (jt=length) 2=0-8-0, 7=0-3-8. (lb) - Max Horz 2=157(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 5 except 2=-728(LC 12), 6=-720(LC 12), 7=-119(LC 11) Max Grav All reactions 250 lb or less at joint(s) 7 except 5=253(LC 18), 2=598(LC 21), 6=909(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-723/1738 BOT CHORD 2-9=-1437/583, 7-9=-1487/590, 6-7=-1487/590, 5-6=-83/333 WEBS 3-9=-882/231, 3-6=-738/2007, 4-6=-476/688 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-11 to 4-11-5, Exterior(2E) 4-11-5 to 18-2-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=728, 6=720, 7=119. May 14,2021 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 2765385-SYNERGY-8401 Truss HJ1 Truss Type Jack-Open Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959857 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:22 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-eyoaH5LeDBuC4HMJ1QP0wYYCoqG4UTYm73bOR0zGwst Scale = 1:7.6 1 2 3 4 4x4 1-8-6 1-8-0 -1-5-0 1-5-0 1-8-6 1-8-6 0-5-80-11-83.54 12 Plate Offsets (X,Y)-- [2:0-2-0,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-P 0.56 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-9, 4=Mechanical Max Horz 2=78(LC 12) Max Uplift 3=-18(LC 9), 2=-270(LC 12) Max Grav 3=25(LC 13), 2=232(LC 1), 4=32(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 D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=270. May 14,2021 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 2765385-SYNERGY-8401 Truss HJ3 Truss Type Diagonal Hip Girder Qty 3 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959858 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:23 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-68MyURLG_V03iRxVb7wFTl4OQEaoDwovMjKxzTzGwss Scale = 1:11.2 1 2 5 3 6 4 2x4 Special Special Special Special 4-2-3 4-2-3 -1-5-0 1-5-0 4-2-3 4-2-3 0-5-81-8-43.54 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 0.50 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 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=131(LC 8) Max Uplift 3=-106(LC 8), 2=-440(LC 8), 4=-81(LC 4) Max Grav 3=107(LC 28), 2=255(LC 1), 4=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=106, 2=440. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 147 lb down and 121 lb up at 1-4-15, and 147 lb down and 121 lb up at 1-4-15 on top chord, and at 1-4-15, and at 1-4-15 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: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=98(F=49, B=49) May 14,2021 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 2765385-SYNERGY-8401 Truss HJ5 Truss Type Diagonal Hip Girder Qty 5 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959859 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:26 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-Wj157TO9HQPeZvg4GFTy5OiqeRWWQHXL2hZbanzGwsp Scale = 1:15.8 1 2 5 6 3 7 8 4 4x4 Special Special Special Special Special Special Special Special 7-0-2 7-0-2 -1-5-0 1-5-0 3-7-2 3-7-2 7-0-2 3-5-0 0-5-82-6-43.54 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-SH 0.76 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 0.27 -0.00 (loc) 2-4 2-4 3 l/defl >251 >295 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=192(LC 8) Max Uplift 3=-239(LC 8), 2=-570(LC 8), 4=-149(LC 5) Max Grav 3=239(LC 28), 2=425(LC 1), 4=122(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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=239, 2=570, 4=149. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down and 69 lb up at 1-4-15, 147 lb down and 121 lb up at 1-4-15, and 203 lb down and 175 lb up at 4-2-15, and 162 lb down and 104 lb up at 4-2-15 on top chord, and at 1-4-15, at 1-4-15, and 95 lb down and 5 lb up at 4-2-15, and 12 lb down at 4-2-15 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: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=49(F) 6=-53(B) 8=-12(B) May 14,2021 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 2765385-SYNERGY-8401 Truss HJ6 Truss Type Diagonal Hip Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959860 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:30 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-PUHcyqRfKev41WzrV5YuFEtZe3p3M3vxzJXpjZzGwsl Scale = 1:19.8 1 2 3 6 5 7 8 9 4 10 11 12 4x4 3x4 2x4 Special Special Special Special Special Special Special Special Special Special Special Special 8-2-4 8-2-4 -1-5-0 1-5-0 4-2-3 4-2-3 5-5-0 1-2-14 8-2-4 2-9-4 0-5-82-10-70-4-12-6-62-10-73.54 12 Plate Offsets (X,Y)-- [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.79 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.31 -0.01 (loc) 2-6 2-6 6 l/defl >249 >299 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=218(LC 8) Max Uplift 4=-154(LC 9), 2=-543(LC 8), 6=-492(LC 8) Max Grav 4=147(LC 28), 2=499(LC 28), 6=398(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-602/380 BOT CHORD 2-6=-489/500 WEBS 3-6=-580/567 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=154, 2=543, 6=492. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 147 lb down and 121 lb up at 1-4-15, 147 lb down and 121 lb up at 1-4-15, 162 lb down and 104 lb up at 4-2-15, 162 lb down and 104 lb up at 4-2-15, and 224 lb down and 205 lb up at 7-0-14, and 224 lb down and 205 lb up at 7-0-14 on top chord, and at 1-4-15, at 1-4-15, 12 lb down and 69 lb up at 4-2-15, 12 lb down and 69 lb up at 4-2-15, and 41 lb down and 122 lb up at 7-0-14, and 41 lb down and 122 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 7=98(F=49, B=49) 9=-120(F=-60, B=-60) 12=-41(F=-21, B=-21) May 14,2021 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 2765385-SYNERGY-8401 Truss HJ31 Truss Type Diagonal Hip Girder Qty 2 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959861 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:25 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-2XUjv7NXW6Hnxl5ujYyjYAAm62EKhqICp1p22LzGwsq Scale = 1:13.2 1 2 5 6 3 7 4 2x4 Special Special Special Special Special 5-1-8 5-1-8 -1-5-0 1-5-0 5-1-8 5-1-8 0-5-81-11-100-4-11-7-81-11-103.54 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 0.36 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 0.07 -0.00 (loc) 2-4 2-4 3 l/defl >686 >844 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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 5-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=151(LC 8) Max Uplift 3=-152(LC 8), 2=-469(LC 8), 4=-111(LC 4) Max Grav 3=175(LC 28), 2=325(LC 1), 4=101(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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=152, 2=469, 4=111. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 147 lb down and 121 lb up at 1-4-15, and 143 lb down and 99 lb up at 4-2-15, and 130 lb down and 108 lb up at 4-2-15 on top chord, and 15 lb down and 10 lb up at 4-2-15, and 9 lb down and 4 lb up at 4-2-15 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: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=49(B) 7=-7(F=-3, B=-4) May 14,2021 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 2765385-SYNERGY-8401 Truss HJ51 Truss Type Diagonal Hip Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959862 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:27 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-_vbTKpPn1jXVA2FGqz?BdbF2orpc9iOVHLI86EzGwso Scale = 1:17.5 1 2 3 6 5 7 8 9 10 4 11 12 13 14 4x4 3x4 2x4 Special Special Special Special Special Special Special Special Special Special Special Special 7-11-7 7-11-7 -1-5-0 1-5-0 4-0-12 4-0-12 5-2-8 1-1-12 7-11-7 2-8-15 0-5-82-9-103.54 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-SH 0.54 0.71 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.26 -0.01 (loc) 2-6 2-6 6 l/defl >365 >346 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=213(LC 8) Max Uplift 4=-141(LC 9), 2=-511(LC 8), 6=-375(LC 8) Max Grav 4=137(LC 28), 2=482(LC 28), 6=381(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-631/352 BOT CHORD 2-6=-445/480 WEBS 3-6=-557/515 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=4ft; Cat. II; Exp D; 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) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=141, 2=511, 6=375. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 147 lb down and 121 lb up at 1-4-15, 147 lb down and 121 lb up at 1-4-15, 162 lb down and 104 lb up at 4-2-15, 162 lb down and 104 lb up at 4-2-15, and 218 lb down and 184 lb up at 6-4-6, and 217 lb down and 203 lb up at 7-0-14 on top chord, and at 1-4-15, at 1-4-15, 12 lb down and 69 lb up at 4-2-15, 12 lb down and 69 lb up at 4-2-15, and 27 lb down at 6-4-6, and 46 lb down and 122 lb up at 7-0-14 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, 2-5=-20 Concentrated Loads (lb) Vert: 7=98(F=49, B=49) 9=-28(B) 10=-68(F) 13=-13(B) 14=-23(F) May 14,2021 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 2765385-SYNERGY-8401 Truss HJ52 Truss Type Diagonal Hip Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959863 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:28 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-S69rY8PPo1fMoCqTOgWQApoC?F9ouB3eV?2ifgzGwsn Scale = 1:16.9 1 2 3 8 7 6 9 10 4 11 12 13 5 3x4 2x4 2x4 3x6 2x4 Special Special Special Special Special Special Special Special 5-0-12 5-0-12 7-0-2 1-11-6 -1-5-0 1-5-0 5-0-12 5-0-12 7-0-2 1-11-6 0-5-82-6-40-4-12-2-31-10-40-8-03.54 12 Plate Offsets (X,Y)-- [3:0-2-9,0-1-7] 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 0.65 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.21 0.06 (loc) 3-6 3-6 5 l/defl >433 >384 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=192(LC 8) Max Uplift 4=-172(LC 8), 2=-414(LC 8), 5=-53(LC 8) Max Grav 4=204(LC 28), 2=452(LC 28), 5=165(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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=172, 2=414. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 147 lb down and 121 lb up at 1-4-15, 147 lb down and 121 lb up at 1-4-15, and 180 lb down and 148 lb up at 4-2-15, and 162 lb down and 104 lb up at 4-2-15 on top chord, and at 1-4-15, at 1-4-15, and 12 lb down at 4-2-15, and 12 lb down and 69 lb up at 4-2-15 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, 2-7=-20, 3-5=-20 Concentrated Loads (lb) Vert: 9=98(F=49, B=49) May 14,2021 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 2765385-SYNERGY-8401 Truss K01 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959864 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:31 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-thr_AASH5y1xfgY23p37oRQfHSBz5Lo4CzGMF?zGwsk Scale = 1:24.5 1 2 3 4 5 6 7 11 10 9 8 15 14 16 5x8 3x6 6x8 5x6 3x4 2x4 5x8 2x4 2x4 2x4 3x4 6x8 2x4 2x4 3-8-0 3-8-0 6-6-0 2-10-0 7-4-0 0-10-0 8-0-0 0-8-0 10-2-0 2-2-0 12-11-0 2-9-0 -1-0-0 1-0-0 3-8-0 3-8-0 6-6-0 2-10-0 7-4-0 0-10-0 8-0-0 0-8-0 10-2-0 2-2-0 12-11-0 2-9-0 0-5-82-10-113-2-02-10-110-8-03-2-05.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-13], [5:0-3-0,0-2-4], [10:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.68 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 0.13 -0.05 (loc) 9-10 9-10 15 l/defl >970 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-11: 2x6 SP No.2, 12-13,13-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-15,7-9: 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 5-0-6 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)2=0-8-0, 15=Mechanical Max Horz 2=223(LC 12) Max Uplift 2=-463(LC 12), 15=-344(LC 12) Max Grav 2=699(LC 17), 15=554(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1014/1223, 3-4=-1617/2256, 4-5=-956/1313, 5-6=-887/1193, 6-7=-925/1240, 8-15=-605/816, 7-8=-538/828 BOT CHORD 2-11=-1331/960, 3-10=-349/637, 9-10=-1283/944 WEBS 4-10=-1076/703, 9-14=-1100/825, 7-14=-1164/864, 6-14=-172/287 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 4-11-5, Exterior(2N) 4-11-5 to 6-6-0, Corner(3E) 6-6-0 to 8-0-0, Exterior(2N) 8-0-0 to 12-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=463, 15=344. May 14,2021 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 2765385-SYNERGY-8401 Truss K02 Truss Type Roof Special Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959865 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:33 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-p3zkbsTYdZHfuziQBD5btsV4cGs9ZK7NfHlTKtzGwsi Scale = 1:24.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 4x4 4x6 6x8 3x6 3x4 2x4 3x4 4x12 3x6 3x4 3x4 4x4 3x4 3x4 4x8 Special Special Special Special Special Special Special Special Special Special 2-4-5 2-4-5 3-8-0 1-3-11 5-0-0 1-4-0 8-10-0 3-10-0 10-2-0 1-4-0 12-11-0 2-9-0 -1-0-0 1-0-0 2-4-5 2-4-5 3-8-0 1-3-11 5-0-0 1-4-0 8-10-0 3-10-0 9-6-0 0-8-0 10-2-0 0-8-0 12-11-0 2-9-0 0-5-82-3-32-6-82-3-30-8-02-6-85.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-2], [7:0-4-0,0-5-8], [14:0-6-0,0-2-8] 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 0.52 0.76 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.16 0.07 (loc) 13 13 9 l/defl >974 >945 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-15: 2x4 SP No.3, 7-10: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-3 oc bracing. REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=177(LC 8) Max Uplift 9=-762(LC 8), 2=-746(LC 8) Max Grav 9=1137(LC 29), 2=1061(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1655/983, 3-4=-2774/1817, 4-5=-2190/1480, 5-6=-2070/1418, 6-7=-2127/1438, 7-8=-1156/778, 8-9=-1033/741 BOT CHORD 2-16=-941/1452, 15-16=-193/291, 4-14=-356/587, 13-14=-1800/2702, 12-13=-1399/2079, 11-12=-1163/1717, 10-11=-753/536, 7-11=-901/638 WEBS 4-13=-765/484, 5-13=-197/437, 7-12=-342/441, 8-10=-988/1452, 3-16=-817/593, 14-16=-883/1370, 3-14=-810/1172 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=4ft; Cat. II; Exp D; 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 100 lb uplift at joint(s) except (jt=lb) 9=762, 2=746. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 436 lb down and 399 lb up at 5-0-0, 195 lb down and 160 lb up at 6-11-0, 195 lb down and 174 lb up at 8-10-0, and 105 lb down and 66 lb up at 10-9-4, and 139 lb down and 128 lb up at 12-5-4 on top chord, and 191 lb down and 134 lb up at 5-0-0, 70 lb down and 53 lb up at 6-11-0, 70 lb down and 53 lb up at 8-9-4, and 149 lb down and 125 lb up at 10-9-4, and 84 lb down and 32 lb up at 12-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 May 14,2021 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 2765385-SYNERGY-8401 Truss K02 Truss Type Roof Special Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959865 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:33 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-p3zkbsTYdZHfuziQBD5btsV4cGs9ZK7NfHlTKtzGwsi LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-70, 6-7=-70, 7-8=-70, 2-15=-20, 11-14=-20, 9-10=-20 Concentrated Loads (lb) Vert: 5=-144(F) 6=-68(F) 13=-150(F) 12=-61(F) 17=-68(F) 19=-56(F) 20=-61(F) 21=-143(F) 22=-76(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 2765385-SYNERGY-8401 Truss L01 Truss Type Hip Girder Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959866 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:34 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-HFW7oCUAOtPVW7HdkxdqP42KpgE6IuhXuxV0sKzGwsh Scale = 1:15.3 1 2 3 4 6 578 9 2x4 4x4 4x4 2x4 2x4 2x4 Special Special Special 3-4-8 3-4-8 4-9-8 1-5-0 8-2-0 3-4-8 3-4-8 3-4-8 4-9-8 1-5-0 8-2-0 3-4-8 0-5-81-10-60-5-81-10-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.23 0.52 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 0.01 (loc) 1-6 1-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 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 5-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. REACTIONS. (size)1=0-8-0, 4=0-8-0 Max Horz 1=-88(LC 6) Max Uplift 1=-371(LC 8), 4=-356(LC 8) Max Grav 1=716(LC 1), 4=640(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1020/560, 2-3=-903/559, 3-4=-1020/560 BOT CHORD 1-6=-434/878, 5-6=-444/903, 4-5=-434/876 WEBS 2-6=-131/324, 3-5=-130/324 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 D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=371, 4=356. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 76 lb up at 0-4-0 on top chord, and 201 lb down and 113 lb up at 2-2-12, and 201 lb down and 113 lb up at 4-1-0, and 201 lb down and 113 lb up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 1-4=-20 Concentrated Loads (lb) Vert: 1=-80 7=-199(B) 8=-199(B) 9=-199(B) May 14,2021 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 2765385-SYNERGY-8401 Truss L02 Truss Type HIP GIRDER Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959867 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:35 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-lS4V0YVo9BXM8HspIe83yHaVm4g21M2g7bEaOmzGwsg Scale = 1:19.5 1 2 3 4 5 6 8 7 4x4 4x4 3x4 3x4 2x4 2x4 Special Special Special Special 3-0-0 3-0-0 5-2-0 2-2-0 8-2-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 5-2-0 2-2-0 8-2-0 3-0-0 9-2-0 1-0-0 0-5-81-8-80-5-81-8-85.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-14], [5:0-0-0,0-0-14] 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 0.22 0.16 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.01 (loc) 7 5-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=-96(LC 6) Max Uplift 2=-448(LC 8), 5=-451(LC 8) Max Grav 2=510(LC 29), 5=509(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-584/438, 3-4=-499/429, 4-5=-613/447 BOT CHORD 2-8=-344/528, 7-8=-350/535, 5-7=-344/529 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 D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=448, 5=451. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 136 lb down and 95 lb up at 3-0-0, and 310 lb down and 226 lb up at 5-2-0 on top chord, and 40 lb down and 100 lb up at 3-0-0, and 40 lb down and 100 lb up at 5-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-5=-20 Concentrated Loads (lb) Vert: 4=-2(F) 8=-16(F) 7=-16(F) May 14,2021 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 2765385-SYNERGY-8401 Truss N01 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959868 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:37 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-iqCFQDW2hon4Nb0BQ3AX1iff3tICV7_zavjgTfzGwse Scale = 1:66.0 1 2 3 4 7 6 5 4x4 5x6 4x4 2x4 5x8 3x6 6x8 7-0-8 7-0-8 14-1-0 7-0-8 7-0-8 7-0-8 12-3-8 5-3-0 14-1-0 1-9-8 6-1-311-1-210-5-112-9-125.00 12 5.00 12 Plate Offsets (X,Y)-- [5:0-2-15,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 1.00 0.43 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 -0.04 (loc) 5-6 5-6 5 l/defl >999 >901 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 1 Row at midpt 4-5, 3-6, 3-5 REACTIONS. (size)7=0-3-0, 5=0-3-0 Max Horz 7=321(LC 12) Max Uplift 7=-180(LC 12), 5=-557(LC 12) Max Grav 7=625(LC 17), 5=726(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-622/642, 1-2=-571/507, 2-3=-653/894 BOT CHORD 6-7=-609/257 WEBS 1-6=-302/446, 2-6=-629/951, 3-6=-1243/836, 3-5=-703/1038 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2E) 6-1-12 to 13-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=180, 5=557. May 14,2021 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 2765385-SYNERGY-8401 Truss N02 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959869 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:38 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-A1mdeZXgS6vx?laOznhmawCqRHeSEY46pZTE?5zGwsd Scale = 1:66.2 1 2 3 4 7 6 5 8 3x6 7x8 4x4 2x4 6x8 3x6 6x8 7-0-8 7-0-8 14-1-0 7-0-8 7-0-8 7-0-8 12-3-8 5-3-0 14-1-0 1-9-8 6-1-311-2-1110-5-112-9-125.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-3-0], [5:0-2-9,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 0.96 0.43 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 -0.04 (loc) 5-6 5-6 5 l/defl >999 >903 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-12 oc bracing. WEBS 1 Row at midpt 4-5, 3-6, 3-5 REACTIONS. (size)7=0-3-0, 5=0-3-0 Max Horz 7=321(LC 12) Max Uplift 7=-180(LC 12), 5=-557(LC 12) Max Grav 7=625(LC 17), 5=726(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-622/828, 1-2=-570/642, 2-3=-654/1111 BOT CHORD 6-7=-730/255 WEBS 1-6=-384/447, 2-6=-631/1168, 3-6=-1531/837, 3-5=-701/1240 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-1-12 to 6-1-12, Exterior(2N) 6-1-12 to 12-3-8, Corner(3E) 12-3-8 to 13-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=180, 5=557. May 14,2021 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 2765385-SYNERGY-8401 Truss N03 Truss Type Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959870 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:38 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-A1mdeZXgS6vx?laOznhmawCqHHeEEdF6pZTE?5zGwsd Scale = 1:61.7 1 2 3 4 7 6 5 8 9 4x4 4x4 5x6 2x4 5x8 2x4 6x8 7-0-8 7-0-8 14-1-0 7-0-8 7-0-8 7-0-8 10-7-12 3-7-4 13-11-4 3-3-8 14-1-0 0-1-12 6-1-310-6-710-2-152-9-125.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-1-12], [3:0-3-0,0-2-4], [5:0-2-15,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 0.97 0.45 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 -0.04 (loc) 5-6 5-6 5 l/defl >999 >903 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. WEBS 1 Row at midpt 4-5, 3-6, 3-5 REACTIONS. (size)7=0-3-0, 5=0-3-0 Max Horz 7=322(LC 12) Max Uplift 7=-179(LC 12), 5=-558(LC 12) Max Grav 7=643(LC 17), 5=707(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-628/595, 1-2=-574/478, 2-3=-638/822 BOT CHORD 6-7=-576/258, 5-6=-344/260 WEBS 1-6=-298/446, 2-6=-580/857, 3-6=-1116/784, 3-5=-687/1011 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 D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 10-7-12, Exterior(2E) 10-7-12 to 13-11-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=179, 5=558. May 14,2021 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 2765385-SYNERGY-8401 Truss N04 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959871 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:40 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-6PuO3FZx_jAfE2km5CjEfLHHj5ITiUkPGtyL4zzGwsb Scale = 1:57.3 1 2 3 4 7 6 5 5x8 2x4 5x6 2x4 5x8 5x6 3x4 7-0-8 7-0-8 14-1-0 7-0-8 4-5-10 4-5-10 8-7-12 4-2-2 14-1-0 5-5-4 6-1-39-8-72-9-125.00 12 5.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [5:0-2-15,Edge], [7:0-2-15,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 0.53 0.46 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 -0.04 (loc) 5-6 5-6 5 l/defl >999 >916 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. WEBS 1 Row at midpt 4-5, 2-7, 3-5 REACTIONS. (size)7=0-3-0, 5=0-3-0 Max Horz 7=261(LC 12) Max Uplift 7=-223(LC 12), 5=-514(LC 12) Max Grav 7=643(LC 17), 5=664(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-509/610, 4-5=-183/275 BOT CHORD 6-7=-814/523, 5-6=-559/416 WEBS 2-7=-675/637, 3-6=-619/473, 3-5=-717/1027 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2E) 6-1-12 to 13-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=223, 5=514. May 14,2021 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 2765385-SYNERGY-8401 Truss N05 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959872 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:40 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-6PuO3FZx_jAfE2km5CjEfLHI15JEiWSPGtyL4zzGwsb Scale = 1:52.0 1 2 3 6 5 4 4x4 4x4 6x8 3x6 6x8 4x4 7-0-8 7-0-8 14-1-0 7-0-8 6-7-12 6-7-12 14-1-0 7-5-4 6-1-38-10-72-9-125.00 12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.41 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 -0.02 (loc) 4-5 4-5 4 l/defl >999 >937 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 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 9-5-0 oc bracing. WEBS 1 Row at midpt 3-4, 3-5 REACTIONS. (size)6=0-3-0, 4=0-3-0 Max Horz 6=200(LC 12) Max Uplift 6=-264(LC 12), 4=-473(LC 12) Max Grav 6=636(LC 17), 4=628(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-603/693, 1-2=-537/579, 2-3=-496/660, 3-4=-640/895 BOT CHORD 5-6=-376/170 WEBS 1-5=-398/456, 2-5=-366/631, 3-5=-847/631 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2E) 6-1-12 to 13-11-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 6, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=264, 4=473. May 14,2021 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 2765385-SYNERGY-8401 Truss N06 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959873 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:41 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-acRmGbZZk1IWsCJzfvFTCYqNvUetR_DZVXhucQzGwsa Scale = 1:47.4 1 2 3 4 7 6 55x8 2x4 5x6 3x6 2x4 6x8 3x8 7-0-8 7-0-8 14-1-0 7-0-8 4-7-12 4-7-12 7-0-8 2-4-12 14-1-0 7-0-8 6-1-38-0-72-9-125.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [7:0-2-15,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 0.88 0.45 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 -0.03 (loc) 5-6 5-6 5 l/defl >999 >932 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 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 7-5-4 oc bracing. WEBS 1 Row at midpt 4-5, 2-7, 4-6 REACTIONS. (size)7=0-3-0, 5=0-3-0 Max Horz 7=139(LC 12) Max Uplift 7=-300(LC 12), 5=-438(LC 12) Max Grav 7=622(LC 17), 5=621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-201/298, 2-3=-574/724, 3-4=-574/725, 4-5=-620/840 BOT CHORD 6-7=-606/450 WEBS 2-7=-602/625, 2-6=-394/426, 3-6=-465/705, 4-6=-871/686 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 4-7-12, Exterior(2E) 4-7-12 to 13-11-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=300, 5=438. May 14,2021 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 2765385-SYNERGY-8401 Truss N07 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959874 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:42 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-2o?8UxaBVKQNTMu9CcmikmNXau?GARZikBRR8szGwsZ Scale = 1:42.6 1 2 3 4 8 7 6 5 4x4 3x4 4x8 3x6 3x4 2x4 5x8 3x8 2-7-12 2-7-12 7-0-8 4-4-12 14-1-0 7-0-8 2-7-12 2-7-12 7-0-8 4-4-12 14-1-0 7-0-8 6-1-37-2-72-9-125.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-2-0] 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 0.89 0.44 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 -0.03 (loc) 5-6 5-6 5 l/defl >999 >836 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 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 9-4-12 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (size)8=0-3-0, 5=0-3-0 Max Horz 8=77(LC 12) Max Uplift 8=-333(LC 12), 5=-405(LC 12) Max Grav 8=621(LC 1), 5=621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-618/694, 1-2=-293/335, 2-3=-656/786, 3-4=-656/786, 4-5=-600/788 BOT CHORD 6-7=-392/310 WEBS 1-7=-495/481, 2-7=-445/564, 2-6=-587/528, 3-6=-502/765, 4-6=-892/742 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 2-7-12, Exterior(2E) 2-7-12 to 13-11-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 8, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=333, 5=405. May 14,2021 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 2765385-SYNERGY-8401 Truss N08 Truss Type Half Hip Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959875 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:43 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-W_ZWhHbpGeYE5WTLmKHxHzvhEILwvldryqA?gIzGwsY Scale = 1:37.8 1 2 3 4 7 6 55x8 2x4 5x6 3x6 3x6 5x8 3x8 7-0-8 7-0-8 14-1-0 7-0-8 0-7-12 0-7-12 7-0-8 6-4-12 14-1-0 7-0-8 6-1-36-4-72-9-125.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [7:0-2-15,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 0.96 0.41 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.04 (loc) 5-6 6-7 5 l/defl >999 >905 n/a L/d 240 180 n/a 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (size)7=0-3-0, 5=0-3-0 Max Horz 7=16(LC 12) Max Uplift 7=-362(LC 12), 5=-376(LC 12) Max Grav 7=621(LC 1), 5=621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-810/910, 3-4=-810/910, 4-5=-585/740 WEBS 2-7=-702/943, 2-6=-901/822, 3-6=-564/858, 4-6=-984/873 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 0-7-12, Exterior(2E) 0-7-12 to 13-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=362, 5=376. May 14,2021 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 2765385-SYNERGY-8401 Truss N09 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959876 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:44 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-?B7vudcR1yg5jg2YK1oApBSsoihHeIk?BUwYDlzGwsX Scale: 3/8"=1' 1 2 3 6 5 4 7 8 3x6 6x8 3x6 3x6 5x8 6x8 7-0-8 7-0-8 14-1-0 7-0-8 7-0-8 7-0-8 14-1-0 7-0-8 5-6-72-9-125.00 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 0.91 0.41 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.19 -0.08 (loc) 5 5-6 4 l/defl >999 >865 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 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. WEBS 1 Row at midpt 1-5, 3-5 REACTIONS. (size)6=0-3-0, 4=0-3-0 Max Uplift 6=-369(LC 8), 4=-369(LC 8) Max Grav 6=621(LC 1), 4=621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-561/1105, 1-2=-1049/1756, 2-3=-1049/1756, 3-4=-561/1105 WEBS 1-5=-1827/1089, 2-5=-564/1272, 3-5=-1827/1089 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 10-11-4, Corner(3) 10-11-4 to 13-11-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 6, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=369, 4=369. May 14,2021 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 2765385-SYNERGY-8401 Truss N10 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959877 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:46 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-xZFfJIdiZZwpyzCwRSqevcXB7VNh696IeoPfHdzGwsV Scale = 1:28.0 1 2 3 6 5 4 7 8 3x6 6x8 6x8 3x6 3x6 5x8 7-0-8 7-0-8 14-1-0 7-0-8 7-0-8 7-0-8 14-1-0 7-0-8 4-8-72-9-125.00 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 0.98 0.41 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.22 -0.17 (loc) 5 5-6 4 l/defl >837 >736 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-5, 3-5 REACTIONS. (size)6=0-3-0, 4=0-3-0 Max Uplift 6=-369(LC 8), 4=-369(LC 8) Max Grav 6=621(LC 1), 4=621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-562/1107, 1-2=-1570/2628, 2-3=-1570/2628, 3-4=-562/1107 WEBS 1-5=-2650/1581, 2-5=-551/1247, 3-5=-2650/1581 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 10-11-4, Corner(3) 10-11-4 to 13-11-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 6, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=369, 4=369. May 14,2021 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 2765385-SYNERGY-8401 Truss N11 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959878 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:47 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-Pmp1XeeKKs2fa7n6?ALtRp4SQvk8rf8RtS8Cq3zGwsU Scale = 1:30.5 1 2 3 4 5 10 9 8 7 6 3x6 4x4 5x6 4x4 5x6 3x6 4x4 5x8 4x4 4x4 4-4-10 4-4-10 7-0-8 2-7-14 9-8-6 2-7-14 14-1-0 4-4-10 4-4-10 4-4-10 7-0-8 2-7-14 9-8-6 2-7-14 14-1-0 4-4-10 3-10-74-11-123-10-72-9-125.00 12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.27 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.08 -0.09 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 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 5-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. REACTIONS. (size)10=0-3-0, 6=0-3-0 Max Horz 10=-62(LC 10) Max Uplift 10=-369(LC 12), 6=-369(LC 12) Max Grav 10=621(LC 1), 6=621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-605/903, 1-2=-980/1313, 2-3=-1330/1807, 3-4=-1330/1796, 4-5=-980/1292, 5-6=-605/888 BOT CHORD 8-9=-1515/1135, 7-8=-1510/1135 WEBS 1-9=-1420/1063, 2-9=-808/1241, 3-8=-1049/830, 4-7=-808/1224, 5-7=-1401/1063 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-1-12 to 4-4-10, Exterior(2N) 4-4-10 to 7-0-8, Corner(3E) 7-0-8 to 9-8-6, Exterior(2N) 9-8-6 to 13-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=369, 6=369. May 14,2021 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 2765385-SYNERGY-8401 Truss N12 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959879 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:49 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-L8wnyKgasUINpRwV7bOLWE9l3jLxJY7kLmdJuyzGwsS Scale = 1:30.5 1 2 3 4 5 10 9 8 7 6 3x6 4x4 5x8 5x6 5x8 4x4 3x6 3x8 5x8 3x8 2-3-2 2-3-2 7-0-8 4-9-6 11-9-14 4-9-6 14-1-0 2-3-2 2-3-2 2-3-2 7-0-8 4-9-6 11-9-14 4-9-6 14-1-0 2-3-2 2-11-134-11-122-11-132-9-125.00 12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.63 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 0.19 -0.15 (loc) 7-8 7-8 6 l/defl >773 >860 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-3,3-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-4-0 oc bracing. REACTIONS. (size)10=0-3-0, 6=0-3-0 Max Horz 10=-112(LC 10) Max Uplift 10=-733(LC 12), 6=-733(LC 12) Max Grav 10=621(LC 1), 6=621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-616/1736, 1-2=-584/1679, 2-3=-1372/3427, 3-4=-1372/3411, 4-5=-584/1739, 5-6=-616/1770 BOT CHORD 8-9=-1649/712, 7-8=-1766/712 WEBS 1-9=-2337/812, 2-9=-749/1773, 2-8=-1214/569, 3-8=-1935/657, 4-8=-1120/569, 4-7=-749/1806, 5-7=-2427/812 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-1-12 to 2-3-2, Exterior(2N) 2-3-2 to 7-0-8, Corner(3E) 7-0-8 to 11-9-14, Exterior(2N) 11-9-14 to 13-11-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=733, 6=733. May 14,2021 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 2765385-SYNERGY-8401 Truss N13 Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959880 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:51 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-HX2YM0hqO5Y53k4uE?QpbfF4sW2bnRz1o46QzrzGwsQ Scale = 1:30.3 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 16 5x6 3x4 4x6 3x4 5x6 6x8 4x6 4x6 7-0-8 7-0-8 14-1-0 7-0-8 3-6-4 3-6-4 7-0-8 3-6-4 10-6-12 3-6-4 14-1-0 3-6-4 2-0-84-11-122-0-82-9-125.00 12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.56 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 0.33 -0.14 (loc) 7-8 7-8 6 l/defl >443 >494 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-3 oc bracing. REACTIONS. (size)8=0-3-0, 6=0-3-0 Max Horz 8=-162(LC 10) Max Uplift 8=-733(LC 12), 6=-733(LC 12) Max Grav 8=621(LC 1), 6=621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-129/299, 1-2=-92/313, 2-3=-1347/3092, 3-4=-1347/3108, 4-5=-92/312, 5-6=-129/297 BOT CHORD 7-8=-1953/946, 6-7=-1803/946 WEBS 3-7=-1999/768, 4-7=-805/367, 4-6=-1117/2263, 2-7=-735/367, 2-8=-1117/2317 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 D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 7-0-8, Exterior(2R) 7-0-8 to 13-0-8, Interior(1) 13-0-8 to 13-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=733, 6=733. May 14,2021 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 2765385-SYNERGY-8401 Truss N15 Truss Type Roof Special Qty 2 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959881 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:52 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-mjcwaMiS9Pgyguf4ojx28tnJSwKJWvnA1kszVHzGwsP Scale = 1:31.6 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 16 4x6 6x8 5x6 6x8 4x6 7x8 7-0-8 7-0-8 14-1-0 7-0-8 -1-0-8 1-0-8 7-0-8 7-0-8 14-1-0 7-0-8 15-1-8 1-0-8 2-0-84-11-122-0-82-9-125.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-2-8], [4:0-3-4,0-2-8] 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 0.61 0.78 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.40 0.36 -0.14 (loc) 7-8 7-8 6 l/defl >408 >455 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 2-8,4-6: 2x6 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 4-4-11 oc bracing. WEBS 1 Row at midpt 4-7, 2-7 REACTIONS. (size)8=0-3-0, 6=0-3-0 Max Horz 8=342(LC 11) Max Uplift 8=-860(LC 12), 6=-860(LC 12) Max Grav 8=706(LC 1), 6=706(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-705/1455, 2-3=-1381/3013, 3-4=-1381/3045, 4-6=-705/1478 BOT CHORD 7-8=-651/504, 6-7=-326/322 WEBS 3-7=-1636/606, 4-7=-2198/1017, 2-7=-1926/1017 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 D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-1-3 to 4-10-13, Interior(1) 4-10-13 to 7-0-8, Exterior(2R) 7-0-8 to 13-0-8, Interior(1) 13-0-8 to 15-2-3 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left 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) Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=860, 6=860. May 14,2021 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 2765385-SYNERGY-8401 Truss N15A Truss Type Roof Special Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959882 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:55 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-AII3CNkLRK3XXMOfTrVlmVPqc8LtjF7cji4d6czGwsM Scale = 1:31.0 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 4x6 6x8 5x8 6x8 4x6 7x8 7-0-8 7-0-8 14-1-0 7-0-8 -1-0-8 1-0-8 7-0-8 7-0-8 14-1-0 7-0-8 15-1-8 1-0-8 2-0-84-11-122-0-82-9-125.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-2-12], [4:0-3-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.79 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.41 0.37 -0.16 (loc) 6-7 6-7 5 l/defl >400 >446 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 2-7,4-5: 2x6 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 4-1-0 oc bracing. WEBS 1 Row at midpt 4-6, 2-6 REACTIONS. (size)7=0-3-0, 5=0-3-0 Max Horz 7=332(LC 11) Max Uplift 7=-860(LC 12), 5=-725(LC 12) Max Grav 7=711(LC 1), 5=609(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-708/1502, 2-3=-1409/3234, 3-4=-1402/3246, 4-5=-591/1264 BOT CHORD 6-7=-727/480, 5-6=-282/237 WEBS 3-6=-1741/604, 4-6=-2533/1085, 2-6=-2144/1049 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 D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-1-3 to 4-10-13, Interior(1) 4-10-13 to 7-0-8, Exterior(2R) 7-0-8 to 13-0-8, Interior(1) 13-0-8 to 13-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left 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) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=860, 5=725. May 14,2021 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 2765385-SYNERGY-8401 Truss N16 Truss Type Roof Special Supported Gable Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959883 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:56 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-eUrRQjlzCdBO9Wzr1Z0_IjyzSXoRSmQmyMqBe2zGwsL Scale = 1:29.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 3x6 3x8 5x6 3x8 3x6 4x4 4x4 4x4 4x4 5x8 6-10-12 6-10-12 7-0-8 0-1-12 7-2-4 0-1-12 14-1-0 6-10-12 7-0-8 7-0-8 13-7-8 6-7-0 14-1-0 0-5-8 1-8-124-7-151-8-122-9-125.00 12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.32 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 0.15 -0.18 (loc) 14 14 10 l/defl >940 >999 n/a L/d 240 180 n/a 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 *Except* 1-18,9-10: 2x6 SP No.2 OTHERS 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 3-2-1 oc bracing. REACTIONS. (size)18=0-3-8, 10=0-3-8 Max Horz 18=-285(LC 10) Max Uplift 18=-724(LC 12), 10=-724(LC 12) Max Grav 18=613(LC 1), 10=613(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-598/1689, 1-2=-375/1112, 2-3=-1000/2776, 3-4=-1374/3721, 4-5=-1495/3871, 5-6=-1495/3869, 6-7=-1374/3810, 7-8=-1000/2850, 8-9=-375/1074, 9-10=-598/1750 BOT CHORD 17-18=-295/265, 16-17=-911/472, 15-16=-2453/993, 14-15=-3149/1349, 13-14=-3255/1349, 12-13=-2573/980, 11-12=-938/362 WEBS 5-14=-2685/985, 4-15=-238/296, 3-16=-412/903, 2-17=-523/1350, 6-13=-264/259, 7-12=-412/941, 8-11=-523/1409, 2-16=-1631/622, 8-12=-1720/622, 3-15=-794/362, 7-13=-794/362, 6-14=-187/282, 1-17=-1493/520, 9-11=-1547/520 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=2ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-2-12 to 6-2-12, Exterior(2N) 6-2-12 to 7-0-8, Corner(3R) 7-0-8 to 13-0-8, Exterior(2N) 13-0-8 to 13-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 18, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=724, 10=724. May 14,2021 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 2765385-SYNERGY-8401 Truss P01 Truss Type Piggyback Base Qty 2 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959884 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:57 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-6hPpd3mbzxJFnfX1aGXDrwV54x1kBESvA0ZkAUzGwsK Scale = 1:60.0 1 2 3 6 5 4 8 7 9 10 11 7x10 4x12 5x8 4x4 2x4 3x4 6x8 6x8 0-6-8 0-6-8 7-3-5 6-8-13 12-0-8 4-9-3 12-3-8 0-3-0 12-6-8 0-3-0 0-6-8 0-6-8 7-3-5 6-8-13 12-0-8 4-9-3 12-6-8 0-6-0 6-8-210-0-09-8-83-8-010-0-05.00 12 Plate Offsets (X,Y)-- [1:0-4-4,Edge], [2:0-8-0,0-1-12], [3:0-2-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.83 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.15 -0.18 (loc) 5-6 5-6 8 l/defl >999 >897 n/a L/d 240 180 n/a PLATES MT20 Weight: 128 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-6: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. WEBS 1 Row at midpt 2-6, 2-4 REACTIONS. (size)7=0-6-8, 8=0-1-8 Max Horz 7=201(LC 12) Max Uplift 7=-195(LC 12), 8=-395(LC 12) Max Grav 7=646(LC 17), 8=658(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-8=-538/544, 5-6=-261/229, 4-5=-260/233, 6-7=0/365, 1-7=-299/419 WEBS 2-6=-299/13, 2-5=0/375, 2-4=-540/593 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 D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-0 to 6-9-0, Interior(1) 6-9-0 to 7-3-5, Exterior(2E) 7-3-5 to 11-9-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 7, 8 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 at joint(s) 8. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=195, 8=395. May 14,2021 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 2765385-SYNERGY-8401 Truss P02 Truss Type Monopitch Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959885 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:58 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-atzBqPnDkFR6Op6E8_2SO81KqLNfwe_3PgJHixzGwsJ Scale = 1:51.8 1 2 3 5 4 6 7 8 9 2x4 4x8 3x8 6x8 3x6 4x4 4x4 8-3-0 8-3-0 8-6-0 0-3-0 4-3-0 4-3-0 8-6-0 4-3-0 5-7-08-11-73-8-08-11-75.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-3-0] 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 0.61 0.78 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.37 -0.06 (loc) 4-5 4-5 6 l/defl >398 >248 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x6 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 8-0-4 oc bracing. REACTIONS. (size)5=0-8-0, 6=0-1-8 Max Horz 5=237(LC 12) Max Uplift 6=-420(LC 12) Max Grav 5=415(LC 17), 6=549(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-6=-898/430, 3-6=-146/297, 1-5=-171/369 BOT CHORD 4-5=-503/198 WEBS 2-4=-399/1059 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-1-12 to 6-1-12, Exterior(2N) 6-1-12 to 7-10-12 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, with BCDL = 10.0psf. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=420. May 14,2021 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 2765385-SYNERGY-8401 Truss P03 Truss Type Monopitch Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959886 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:20:59 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-23XZ2lnrVYZy0zhQihZhwLaPpli8f4oCeK2rFNzGwsI Scale = 1:49.0 1 2 3 5 4 6 7 8 4x6 7x8 6x8 3x8 3x6 4x4 6-1-0 6-1-0 8-3-0 2-2-0 8-6-0 0-3-0 6-1-0 6-1-0 8-6-0 2-5-0 5-7-08-1-73-8-08-1-75.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-2-0] 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 0.98 0.77 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.37 -0.06 (loc) 4-5 4-5 6 l/defl >405 >253 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 2-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-5: 2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5 REACTIONS. (size)5=0-8-0, 6=0-1-8 Max Horz 5=183(LC 12) Max Uplift 5=-52(LC 12), 6=-362(LC 12) Max Grav 5=425(LC 17), 6=506(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-141/310, 4-6=-1130/533, 1-5=-291/643 BOT CHORD 4-5=-266/113 WEBS 2-5=-429/96, 2-4=-469/1203 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 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) 6 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 at joint(s) 6. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=362. May 14,2021 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 2765385-SYNERGY-8401 Truss P04 Truss Type Monopitch Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959887 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:21:00 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-XG5yF5oUGshpe7GcGO4wTZ6gb92KOacMs_oOnpzGwsH Scale = 1:44.1 1 2 3 5 4 6 7 8 2x4 5x6 6x8 3x8 6x8 4x4 8-3-0 8-3-0 8-6-0 0-3-0 4-1-0 4-1-0 8-6-0 4-5-0 5-7-07-3-73-8-07-3-75.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.77 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.37 -0.05 (loc) 4-5 4-5 6 l/defl >407 >254 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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* 1-5: 2x4 SP No.2 OTHERS 2x6 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 9-4-14 oc bracing. REACTIONS. (size)5=0-8-0, 6=0-1-8 Max Horz 5=121(LC 12) Max Uplift 5=-111(LC 12), 6=-304(LC 12) Max Grav 5=431(LC 17), 6=450(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-6=-600/333, 3-6=-161/331, 1-5=-188/408 BOT CHORD 4-5=-362/152 WEBS 2-4=-283/727 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=111, 6=304. May 14,2021 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 2765385-SYNERGY-8401 Truss P05 Truss Type Monopitch Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959888 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:21:01 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-?SfKTRp61ApgFHrpp6c9?mfm?YPS73nV5eXyJGzGwsG Scale = 1:39.2 1 2 3 5 4 6 7 8 2x4 4x8 6x8 3x8 6x8 4x4 2-1-0 2-1-0 8-3-0 6-2-0 8-6-0 0-3-0 2-1-0 2-1-0 8-6-0 6-5-0 5-7-06-5-73-8-06-5-75.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-13] 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-SH 0.94 0.71 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.34 -0.06 (loc) 4-5 4-5 6 l/defl >455 >273 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 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* 1-5: 2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS. (size)5=0-8-0, 6=0-1-8 Max Horz 5=60(LC 12) Max Uplift 5=-163(LC 12), 6=-252(LC 12) Max Grav 5=423(LC 17), 6=407(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-6=-252/222, 3-6=-257/542 BOT CHORD 4-5=-322/139 WEBS 2-4=-152/393, 2-5=-279/563 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=163, 6=252. May 14,2021 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 2765385-SYNERGY-8401 Truss P06 Truss Type Monopitch Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959889 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:21:02 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-TeDignqkoTxXtRQ?Np7OY_C0uyjksX2eKIHVrizGwsF Scale = 1:50.5 1 2 3 5 4 6 7 8 9 10 2x4 6x8 3x8 6x8 6x8 4x4 4-0-4 4-0-4 8-3-0 4-2-12 8-6-0 0-3-0 0-1-0 0-1-0 4-0-4 3-11-4 8-6-0 4-5-12 0-3-88-7-76-8-08-7-7LOADING (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 0.84 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.41 -0.04 (loc) 4-5 4-5 6 l/defl >357 >227 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 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* 1-5: 2x4 SP No.2 OTHERS 2x6 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 9-10-2 oc bracing. WEBS 1 Row at midpt 1-5, 2-5, 2-4 REACTIONS. (size)5=Mechanical, 6=0-1-8 Max Uplift 5=-207(LC 8), 6=-207(LC 8) Max Grav 5=403(LC 17), 6=403(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-6=-422/293, 3-6=-117/349, 1-5=-112/340 WEBS 2-5=-176/519, 2-4=-169/507 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 4-10-12, Corner(3) 4-10-12 to 7-10-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 6 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 at joint(s) 6. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=207, 6=207. May 14,2021 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 2765385-SYNERGY-8401 Truss P07 Truss Type Monopitch Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959890 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:21:03 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-xrn4u6qMZn3OVa?BxXed5BkBoM4Ob_zoZy02O8zGwsE Scale = 1:45.7 1 2 3 5 4 6 7 8 9 10 11 6x8 2x4 5x12 6x8 3x8 6x8 8-0-0 8-0-0 8-5-0 0-5-0 8-8-0 0-3-0 4-0-6 4-0-6 8-0-0 3-11-10 8-8-0 0-8-0 7-9-76-8-07-9-7Plate Offsets (X,Y)-- [3:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.81 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.40 -0.10 (loc) 4-5 4-5 7 l/defl >397 >249 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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* 3-4: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5, 2-4 REACTIONS. (size)5=Mechanical, 7=0-1-8 Max Uplift 5=-219(LC 8), 7=-197(LC 8) Max Grav 5=423(LC 17), 7=380(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-108/328, 4-6=-426/295, 3-6=-426/295 BOT CHORD 4-5=-274/104 WEBS 2-5=-209/590, 2-4=-175/519, 3-7=-420/793 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 D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 4-11-0, Corner(3) 4-11-0 to 7-11-0 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 7 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 at joint(s) 7. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=219, 7=197. May 14,2021 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 2765385-SYNERGY-8401 Truss PB01 Truss Type Piggyback Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959891 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:21:04 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-P1KS5Sr_K5BF6kaOVE9sdPHRQmbkKRfxncmcwazGwsD Scale = 1:27.4 1 2 3 4 5 6 7 10 9 8 4x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 16-0-6 16-0-6 16-0-6 16-0-6 0-4-11-8-80-1-80-4-10-1-81-7-05.00 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 0.10 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-9-13. (lb) - Max Horz 2=-88(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-172(LC 12), 6=-172(LC 12), 9=-248(LC 9), 10=-152(LC 12), 8=-152(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=389(LC 21), 10=320(LC 17), 8=307(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-325/494, 3-10=-232/324, 5-8=-230/327 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 D; 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) Gable requires continuous bottom chord bearing. 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 172 lb uplift at joint 2, 172 lb uplift at joint 6, 248 lb uplift at joint 9, 152 lb uplift at joint 10 and 152 lb uplift at joint 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 14,2021 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 2765385-SYNERGY-8401 Truss PB02 Truss Type Piggyback Qty 2 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959892 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:21:05 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-tDurJosc5OJ6ku9a2yg5AcqWMAtQ3wB50GV9S1zGwsC Scale = 1:13.6 1 2 3 4 2x4 2x4 4x4 5-3-3 5-3-3 5-3-3 5-3-3 0-4-12-2-50-1-82-0-130-1-85.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.66 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=4-1-14, 2=4-1-14 Max Horz 2=156(LC 12) Max Uplift 4=-126(LC 12), 2=-163(LC 12) Max Grav 4=210(LC 17), 2=256(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-224/370 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 D; 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 126 lb uplift at joint 4 and 163 lb uplift at joint 2. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 14,2021 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 2765385-SYNERGY-8401 Truss V02 Truss Type Valley Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959893 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:21:05 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-tDurJosc5OJ6ku9a2yg5AcqeSAwt3wB50GV9S1zGwsC Scale: 1.5"=1' 1 2 3 2x4 3x4 2x4 0-0-10 0-0-10 4-4-0 4-3-6 2-2-0 2-2-0 4-4-0 2-2-0 0-0-40-10-130-0-45.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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-P 0.14 0.17 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: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-2-13, 3=4-2-13 Max Horz 1=-34(LC 10) Max Uplift 1=-76(LC 12), 3=-76(LC 12) Max Grav 1=128(LC 17), 3=128(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-185/320, 2-3=-185/332 BOT CHORD 1-3=-253/143 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 D; 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 76 lb uplift at joint 1 and 76 lb uplift at joint 3. May 14,2021 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 2765385-SYNERGY-8401 Truss V05 Truss Type Valley Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959894 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:21:06 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-LPSDW8tEsiRzM2jmcfBKiqMncZFQoLSEFvFj_TzGwsB Scale = 1:16.3 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 4-0-0 3-11-6 4-0-0 4-0-0 6-3-8 2-3-8 0-0-40-3-122-7-72-7-75.00 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 0.31 0.15 0.19 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: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-2-14, 4=6-2-14, 5=6-2-14 Max Horz 1=166(LC 12) Max Uplift 1=-22(LC 12), 4=-31(LC 12), 5=-236(LC 12) Max Grav 1=126(LC 17), 4=49(LC 17), 5=380(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-300/141 WEBS 2-5=-377/644 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1, 31 lb uplift at joint 4 and 236 lb uplift at joint 5. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. May 14,2021 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 2765385-SYNERGY-8401 Truss V06 Truss Type Valley Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959895 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:21:08 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-IoazxquVOJhhbMt9k4EooFS4LNwhGHxXiDkp3MzGws9 Scale = 1:11.7 1 2 3 2x4 2x4 2x4 4-3-8 4-3-8 0-0-41-9-75.00 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 0.48 0.23 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: 14 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 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-2-14, 3=4-2-14 Max Horz 1=105(LC 12) Max Uplift 1=-69(LC 12), 3=-113(LC 12) Max Grav 1=168(LC 17), 3=182(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-187/321 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=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 1 and 113 lb uplift at joint 3. May 14,2021 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 2765385-SYNERGY-8401 Truss V07 Truss Type Valley Qty 1 Ply 1 SYNERGY HOMES-Winston - Budnik Res Job Reference (optional) T23959896 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 11:21:09 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-m_8L8Av78dpYDVSLHnl1KS_LXnJz?kBgxtTNbozGws8 Scale = 1:7.5 1 2 3 2x4 5x6 2-3-8 2-3-8 0-0-40-11-75.00 12 Plate Offsets (X,Y)-- [2:0-10-4,0-1-4] 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-P 0.07 0.03 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: 6 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 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-2-14, 3=2-2-14 Max Horz 1=43(LC 12) Max Uplift 1=-28(LC 12), 3=-46(LC 12) Max Grav 1=69(LC 17), 3=75(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 D; 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 28 lb uplift at joint 1 and 46 lb uplift at joint 3. May 14,2021 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