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HomeMy WebLinkAboutAPPROVED Villas 5,6,7 & 8 Truss Detail Pack6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2711493 - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 120 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: 5-8 Customer Info: Adams Homes Project Name: Waterstone Model: Villa 4-plex Subdivision: Port St. Lucie Address: 5202-5208 Manciano Street, . State: FLCity: Port St. Lucie Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: May 25,2021 Lee, Julius 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: Lee, Julius 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 T24063258 A01 Date 5/25/212T24063259A025/25/213T24063260A035/25/214T24063261A045/25/215T24063262A055/25/216T24063263A065/25/217T24063264A075/25/218T24063265A085/25/219T24063266A095/25/2110T24063267A105/25/2111T24063268A115/25/2112T24063269A125/25/2113T24063270A135/25/2114T24063271A145/25/2115T24063272A155/25/2116T24063273A165/25/2117T24063274A175/25/2118T24063275A185/25/2119T24063276A195/25/2120T24063277A205/25/2121T24063278A215/25/2122T24063279A225/25/21 No.Seal#Truss Name 23 T24063280 A23 Date 5/25/2124T24063281A245/25/2125T24063282A255/25/2126T24063283A265/25/2127T24063284A275/25/2128T24063285A285/25/2129T24063286A295/25/2130T24063287A305/25/2131T24063288A315/25/2132T24063289A325/25/2133T24063290A335/25/2134T24063291A345/25/2135T24063292A355/25/2136T24063293A365/25/2137T24063294A375/25/2138T24063295A385/25/2139T24063296A395/25/2140T24063297A405/25/2141T24063298A415/25/2142T24063299A425/25/2143T24063300A435/25/2144T24063301A445/25/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2711493 - 2 of 2 Site Information: Lot/Block: 5-8 Customer Info: Adams Homes Project Name: Waterstone Model: Villa 4-plex Subdivision: Port St. Lucie Address: 5202-5208 Manciano Street, . State: FLCity: Port St. Lucie No.Seal#Truss Name 45 T24063302 A45 Date 5/25/2146T24063303A465/25/2147T24063304A475/25/2148T24063305A485/25/2149T24063306A495/25/2150T24063307A505/25/2151T24063308A515/25/2152T24063309A525/25/2153T24063310A535/25/2154T24063311A545/25/2155T24063312A555/25/2156T24063313A565/25/2157T24063314A575/25/2158T24063315A585/25/2159T24063316A595/25/2160T24063317A605/25/2161T24063318A615/25/2162T24063319A625/25/2163T24063320A635/25/2164T24063321A645/25/2165T24063322A655/25/2166T24063323AG15/25/2167T24063324B015/25/2168T24063325B025/25/2169T24063326B035/25/2170T24063327B045/25/2171T24063328B055/25/2172T24063329B065/25/2173T24063330B075/25/2174T24063331B085/25/2175T24063332B095/25/2176T24063333B105/25/2177T24063334B115/25/2178T24063335B125/25/2179T24063336B135/25/2180T24063337B145/25/2181T24063338B155/25/2182T24063339C15/25/2183T24063340C35/25/2184T24063341C55/25/2185T24063342E45/25/2186T24063343E4E5/25/2187T24063344E75/25/2188T24063345E7V5/25/2189T24063346E245/25/2190T24063347E385/25/2191T24063348E525/25/2192T24063349EG55/25/2193T24063350FW015/25/2194T24063351FW025/25/2195T24063352FW035/25/2196T24063353FW045/25/2197T24063354FW055/25/2198T24063355FW065/25/2199T24063356H45/25/21100T24063357H75/25/21101T24063358H245/25/21 No.Seal#Truss Name 102 T24063359 H38 Date 5/25/21103T24063360MV015/25/21104T24063361MV025/25/21105T24063362MV035/25/21106T24063363MV045/25/21107T24063364MV055/25/21108T24063365MV065/25/21109T24063366MV075/25/21110T24063367MV085/25/21111T24063368MV095/25/21112T24063369MV105/25/21113T24063370MV115/25/21114T24063371MV125/25/21115T24063372MV135/25/21116T24063373P015/25/21117T24063374P025/25/21118T24063375P035/25/21119T24063376P045/25/21120T24063377P055/25/21 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 2711493 Truss A01 Truss Type HALF HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T24063258 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:08 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-wGVrFewSqs4baFFfYQV77RR9ILXXSzoXyBlx9wzEZnj Scale = 1:79.5 1 2 /\ 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 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 66 67 68 6x8 ST1.5x8 STP ST1.5x8 STP 2x4 3x6 3x6 6x8 3x10 3x6 3x4 2x4 3x4 6x8 5x8 7x8 4x4 5x8 3x6 5x6 5x6 5x6 4x4 4x4 4x8 7x8 2x4 2x4 3-7-0 3-7-0 7-0-0 3-5-0 8-0-0 1-0-0 14-3-2 6-3-2 20-4-0 6-0-14 26-4-14 6-0-14 31-0-0 4-7-2 32-8-0 1-8-0 34-9-15 2-1-15 39-6-1 4-8-3 44-4-0 4-9-15 -1-0-0 1-0-0 3-7-0 3-7-0 7-0-0 3-5-0 14-3-2 7-3-2 20-4-0 6-0-14 26-4-14 6-0-14 34-9-15 8-5-1 39-6-1 4-8-3 44-4-0 4-9-15 0-6-64-0-61-8-26.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15], [5:0-4-0,0-4-0], [7:0-4-0,0-4-8], [10:0-4-0,0-4-8], [17:0-5-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.57 0.73 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.39 0.07 (loc) 13-14 13-14 13 l/defl >750 >359 n/a L/d 240 180 n/a PLATES MT20 Weight: 560 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-23: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 9-18,5-21,8-19,6-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 22-23 REACTIONS.All bearings 0-4-0 except (jt=length) 2=0-8-0, 23=0-8-0. (lb) - Max Horz 2=251(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 13=-312(LC 5), 23=-1840(LC 8), 15=-2056(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 13=559(LC 29), 2=344(LC 13), 23=3211(LC 29), 15=4057(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-403/425, 3-4=-396/780, 4-5=-356/735, 5-6=-3484/1589, 6-7=-4745/2329, 7-8=-4745/2329, 8-9=-2539/1239, 9-10=-1489/2935, 10-11=-425/659, 12-13=-256/223 BOT CHORD 2-25=-279/418, 24-25=-279/418, 23-24=-679/328, 22-23=-3022/1696, 5-22=-2853/1748, 21-22=-1377/751, 19-21=-1589/3484, 18-19=-1239/2539, 17-18=-2977/1508 WEBS 3-24=-442/255, 4-24=-324/696, 4-23=-538/248, 14-17=-918/558, 10-17=-2815/1339, 10-14=-617/1648, 11-14=-1051/814, 11-13=-154/308, 15-17=-4053/2062, 9-17=-2732/1608, 9-18=-2888/5796, 5-21=-2404/4664, 8-18=-1384/1031, 6-21=-1122/909, 8-19=-1189/2321, 6-19=-813/1512, 7-19=-831/735 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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. Continued on page 2 May 25,2021 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 2711493 Truss A01 Truss Type HALF HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T24063258 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:08 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-wGVrFewSqs4baFFfYQV77RR9ILXXSzoXyBlx9wzEZnj NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint 13, 1840 lb uplift at joint 23 and 2056 lb uplift at joint 15. 10) "/\" indicates Released bearing: allow for upward movement at joint(s) 2. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 330 lb down and 411 lb up at 7-0-0, 220 lb down and 207 lb up at 9-0-12, 220 lb down and 207 lb up at 11-0-12, 220 lb down and 207 lb up at 13-0-12, 220 lb down and 207 lb up at 15-0-12, 220 lb down and 207 lb up at 17-0-12, 220 lb down and 207 lb up at 19-0-12, 220 lb down and 207 lb up at 21-0-12, 220 lb down and 207 lb up at 23-0-12, 220 lb down and 207 lb up at 25-0-12, 220 lb down and 207 lb up at 27-0-12, 220 lb down and 207 lb up at 29-0-12, 232 lb down and 221 lb up at 31-0-12, 232 lb down and 221 lb up at 33-0-12, 232 lb down and 221 lb up at 35-0-12, 232 lb down and 221 lb up at 37-0-12, 232 lb down and 221 lb up at 39-0-12, and 232 lb down and 221 lb up at 41-0-12, and 232 lb down and 221 lb up at 43-0-12 on top chord, and 296 lb down and 152 lb up at 7-0-0, 75 lb down at 9-0-12, 75 lb down at 11-0-12, 75 lb down at 13-0-12, 75 lb down at 15-0-12, 75 lb down at 17-0-12, 75 lb down at 19-0-12, 75 lb down at 21-0-12, 75 lb down at 23-0-12, 75 lb down at 25-0-12, 75 lb down at 27-0-12, 75 lb down at 29-0-12, 83 lb down at 31-0-12, 83 lb down at 33-0-12, 83 lb down at 35-0-12, 83 lb down at 37-0-12, 83 lb down at 39-0-12, and 83 lb down at 41-0-12, and 83 lb down at 43-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-12=-60, 23-28=-20, 17-22=-20, 13-16=-20 Concentrated Loads (lb) Vert: 4=-280(F) 24=-296(F) 14=-58(F) 32=-119(F) 33=-119(F) 34=-119(F) 35=-119(F) 36=-119(F) 37=-119(F) 38=-119(F) 39=-119(F) 41=-119(F) 42=-119(F) 43=-119(F) 44=-135(F) 45=-135(F) 46=-135(F) 47=-135(F) 48=-135(F) 49=-135(F) 50=-135(F) 51=-57(F) 52=-57(F) 53=-57(F) 54=-57(F) 55=-57(F) 56=-57(F) 57=-57(F) 58=-57(F) 59=-57(F) 60=-57(F) 61=-57(F) 62=-58(F) 64=-58(F) 65=-58(F) 66=-58(F) 67=-58(F) 68=-58(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 2711493 Truss A02 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24063259 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:09 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-OS3DS_x4b9CSCPqr670Mgf_JZlsfBLLgArUUiNzEZni Scale = 1:79.5 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 6x8 ST1.5x8 STP ST1.5x8 STP 7x8 2x4 6x8 4x6 3x6 5x12 5x6 2x4 6x8 2x4 7x10 7x8 4x12 4x4 4x4 4x8 4x4 4x6 4x4 7x8 2x4 8-4-0 8-4-0 13-3-12 4-11-12 17-9-4 4-5-8 22-2-12 4-5-8 26-8-4 4-5-8 36-2-12 9-6-8 44-4-0 8-1-4 -1-0-0 1-0-0 4-3-0 4-3-0 8-4-0 4-1-0 9-0-0 0-8-0 13-3-12 4-3-12 17-9-4 4-5-8 22-2-12 4-5-8 26-8-4 4-5-8 31-0-0 4-3-12 36-2-12 5-2-12 40-2-8 3-11-12 44-4-0 4-1-8 0-6-65-0-62-0-06.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-4-8], [11:0-4-0,0-4-8], [14:Edge,0-4-4], [18:0-7-4,0-4-4], [21:0-4-0,0-4-8], [22:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.60 0.74 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.45 -0.62 0.12 (loc) 17 17 14 l/defl >952 >697 n/a L/d 240 180 n/a PLATES MT20 Weight: 325 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-24: 2x4 SP No.2, 4-24: 2x6 SP M 26, 10-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-18: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 5-10-0 oc bracing: 23-24 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 12-14 REACTIONS. (size)14=0-4-0, 2=0-8-0, 24=0-8-0 Max Horz 2=316(LC 12) Max Uplift 14=-655(LC 12), 2=-197(LC 22), 24=-1184(LC 12) Max Grav 14=1372(LC 22), 2=111(LC 8), 24=2252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-456/704, 3-4=-606/801, 4-5=-794/1249, 5-6=-1491/876, 6-7=-3125/1824, 7-8=-3125/1824, 8-9=-4122/2337, 9-10=-4538/2485, 10-11=-4444/2387, 11-12=-1867/1015 BOT CHORD 2-24=-593/225, 23-24=-2098/1422, 4-23=-280/289, 22-23=-593/361, 21-22=-876/1491, 20-21=-2335/4104, 19-20=-2485/4538, 18-19=-2408/4490, 10-18=-265/274, 14-15=-634/1052 WEBS 3-24=-286/295, 15-18=-1058/1952, 11-18=-1544/2820, 11-15=-1561/961, 12-15=-587/1242, 5-22=-1441/2398, 6-22=-1224/856, 9-20=-485/282, 6-21=-1095/1892, 8-20=-83/358, 7-21=-252/282, 8-21=-1144/623, 5-23=-1859/1200, 12-14=-1579/963 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 23-1-11, Interior(1) 23-1-11 to 44-2-4 zone;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 655 lb uplift at joint 14, 197 lb uplift at joint 2 and 1184 lb uplift at joint 24. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24063260 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:11 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-KrBztgyK6nS9Ri_EEY3ql43ggZX2fEize9zbmFzEZng Scale = 1:79.5 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 27 28 29 30 31 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 5x8 4x6 4x8 3x10 3x6 4x6 2x4 3x6 6x8 2x4 4x4 7x10 5x6 4x8 4x4 4x6 3x4 5x8 2x4 8-4-0 8-4-0 11-0-0 2-8-0 17-9-12 6-9-12 24-5-12 6-8-0 31-0-0 6-6-4 36-8-0 5-8-0 42-4-0 5-8-0 44-4-0 2-0-0 -1-0-0 1-0-0 4-3-0 4-3-0 8-4-0 4-1-0 11-0-0 2-8-0 17-9-12 6-9-12 24-5-12 6-8-0 31-0-0 6-6-4 36-8-0 5-8-0 42-4-0 5-8-0 44-4-0 2-0-0 0-6-66-0-65-0-62-0-06-0-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [5:0-6-0,0-2-8], [7:0-3-0,0-3-0], [9:0-3-0,0-3-0], [10:0-6-0,0-2-8], [17:0-6-4,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.56 0.81 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.40 -0.56 0.12 (loc) 16 17-18 12 l/defl >999 >768 n/a L/d 240 180 n/a PLATES MT20 Weight: 275 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-23: 2x6 SP No.2, 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 4-3-0 oc bracing: 22-23 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 10-14, 5-19, 7-19 REACTIONS. (size)2=0-8-0, 12=0-4-0, 23=0-8-0 Max Horz 2=319(LC 12) Max Uplift 2=-44(LC 12), 12=-674(LC 12), 23=-1088(LC 12) Max Grav 2=208(LC 17), 12=1413(LC 1), 23=2017(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-220/279, 3-4=-408/440, 4-5=-832/449, 5-6=-2520/1554, 6-7=-2520/1554, 7-8=-3316/1954, 8-9=-3299/1979, 9-10=-1489/955, 10-11=-548/346, 11-12=-1399/861 BOT CHORD 22-23=-1796/1239, 4-22=-1747/1222, 21-22=-658/473, 19-21=-358/686, 18-19=-1890/3314, 17-18=-1933/3347, 8-17=-340/351, 13-14=-271/455 WEBS 3-23=-373/372, 4-21=-1073/1726, 5-21=-958/735, 14-17=-941/1584, 9-17=-1194/2120, 9-14=-1526/1048, 10-14=-873/1476, 10-13=-1058/745, 11-13=-740/1232, 5-19=-1284/2098, 6-19=-419/468, 7-19=-919/560 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 25-1-11, Interior(1) 25-1-11 to 42-4-0, Exterior(2E) 42-4-0 to 44-2-4 zone;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 44 lb uplift at joint 2, 674 lb uplift at joint 12 and 1088 lb uplift at joint 23. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A04 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24063261 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:12 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-p1lM40zzt4a03sZQnFa3IHcoJztNOjM7tpj9IhzEZnf Scale = 1:79.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 2x4 4x6 4x8 3x6 4x6 2x4 2x4 6x8 2x4 5x8 3x4 3x4 7x10 4x6 5x8 6x8 8-4-0 8-4-0 13-0-0 4-8-0 22-0-0 9-0-0 31-0-0 9-0-0 35-8-0 4-8-0 44-4-0 8-8-0 -1-0-0 1-0-0 4-3-0 4-3-0 8-4-0 4-1-0 13-0-0 4-8-0 19-0-0 6-0-0 25-0-0 6-0-0 31-0-0 6-0-0 35-8-0 4-8-0 40-4-0 4-8-0 44-4-0 4-0-0 0-6-67-0-65-0-62-0-07-0-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [5:0-3-0,0-2-0], [7:0-3-0,0-3-0], [10:0-3-0,0-2-0], [16:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.76 0.80 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.55 0.11 (loc) 16-17 16-17 12 l/defl >999 >794 n/a L/d 240 180 n/a PLATES MT20 Weight: 272 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-21: 2x6 SP No.2, 8-14: 2x4 SP No.3, 16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 4-11-0 oc bracing: 20-21 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 6-19, 9-13, 10-12 REACTIONS. (size)2=0-8-0, 21=0-8-0, 12=0-4-0 Max Horz 2=319(LC 12) Max Uplift 2=-89(LC 12), 21=-1033(LC 12), 12=-684(LC 12) Max Grav 2=322(LC 17), 21=2280(LC 17), 12=1665(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-297/310, 4-5=-1556/810, 5-6=-1372/791, 6-7=-2804/1558, 7-8=-2852/1629, 8-9=-2822/1618, 9-10=-1614/969 BOT CHORD 20-21=-1944/1164, 4-20=-1869/1176, 19-20=-321/250, 17-19=-1327/2481, 16-17=-1573/2970, 8-16=-318/357, 12-13=-455/807 WEBS 3-21=-396/362, 4-19=-982/1821, 5-19=-50/435, 6-19=-1437/876, 6-17=-221/690, 7-17=-323/357, 13-16=-839/1757, 9-16=-941/1784, 9-13=-1537/979, 10-13=-648/1389, 10-12=-1534/913 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 27-1-11, Interior(1) 27-1-11 to 40-4-0, Exterior(2E) 40-4-0 to 44-2-4 zone;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 89 lb uplift at joint 2, 1033 lb uplift at joint 21 and 684 lb uplift at joint 12. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24063262 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:13 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-HEJkIM_beOitg07cLz5IqV9x1MAc79kG5SSir8zEZne Scale = 1:81.0 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 32 33 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x8 4x6 5x8 4x6 3x6 2x4 3x4 3x6 6x8 2x4 5x8 3x4 3x4 7x10 4x8 4x6 8-4-0 8-4-0 15-0-0 6-8-0 23-0-0 8-0-0 31-0-0 8-0-0 38-4-0 7-4-0 44-4-0 6-0-0 -1-0-0 1-0-0 4-3-0 4-3-0 8-4-0 4-1-0 15-0-0 6-8-0 20-4-0 5-4-0 25-8-0 5-4-0 31-0-0 5-4-0 38-4-0 7-4-0 44-4-0 6-0-0 0-6-68-0-65-0-62-0-08-0-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [6:0-3-0,0-2-0], [8:0-3-0,0-3-0], [10:0-5-8,0-2-4], [16:0-3-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.89 0.99 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.46 0.10 (loc) 16-17 16-17 12 l/defl >999 >932 n/a L/d 240 180 n/a PLATES MT20 Weight: 278 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-21: 2x6 SP No.2, 9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 5-1-0 oc bracing: 20-21 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 7-19, 10-16, 10-13 REACTIONS. (size)2=0-8-0, 12=0-4-0, 21=0-8-0 Max Horz 2=319(LC 12) Max Uplift 2=-115(LC 12), 12=-690(LC 12), 21=-1001(LC 12) Max Grav 2=347(LC 17), 12=1684(LC 18), 21=2306(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/34, 3-5=-230/252, 5-6=-1873/987, 6-7=-1639/973, 7-8=-2496/1435, 8-9=-2447/1476, 9-10=-2434/1483, 10-11=-1307/755, 11-12=-1593/942 BOT CHORD 2-21=-225/292, 20-21=-1972/1155, 5-20=-1853/1189, 17-19=-1166/2333, 16-17=-1328/2587, 9-16=-415/439 WEBS 3-21=-388/346, 5-19=-873/1761, 6-19=-95/543, 7-19=-1061/620, 7-17=-170/553, 8-17=-223/278, 13-16=-557/1083, 10-16=-912/1763, 10-13=-890/680, 11-13=-691/1345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 29-1-11, Interior(1) 29-1-11 to 38-4-0, Exterior(2E) 38-4-0 to 44-2-4 zone;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 115 lb uplift at joint 2, 690 lb uplift at joint 12 and 1001 lb uplift at joint 21. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A06 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24063263 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:14 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-lQs6Vi?DPiqkIAipvgcXNih6qmZjsadQK6CFNazEZnd Scale = 1:82.0 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 4x6 2x4 5x8 3x6 2x4 2x4 5x6 6x8 2x4 3x4 3x8 5x8 2x4 7x10 5x8 3x10 8-4-0 8-4-0 17-0-0 8-8-0 24-0-0 7-0-0 31-0-0 7-0-0 36-4-0 5-4-0 44-4-0 8-0-0 -1-0-0 1-0-0 4-3-0 4-3-0 8-4-0 4-1-0 12-8-0 4-4-0 17-0-0 4-4-0 24-0-0 7-0-0 31-0-0 7-0-0 36-4-0 5-4-0 44-4-0 8-0-0 0-6-69-0-65-0-62-0-09-0-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [7:0-3-0,0-2-0], [8:0-4-0,0-3-0], [10:0-5-0,0-2-0], [11:0-3-0,0-1-8], [12:Edge,0-3-8], [16:0-3-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.89 0.81 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.34 0.10 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 287 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-21: 2x6 SP No.2, 9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 5-0-0 oc bracing: 20-21 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 6-20, 8-18, 8-16, 10-13, 11-13 REACTIONS. (size)2=0-8-0, 12=0-4-0, 21=0-8-0 Max Horz 2=-324(LC 10) Max Uplift 2=-126(LC 12), 12=-692(LC 12), 21=-987(LC 12) Max Grav 2=346(LC 23), 12=1715(LC 18), 21=2337(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-333/66, 3-5=-215/269, 6-7=-1928/1126, 7-8=-1715/1084, 8-9=-2119/1360, 9-10=-2101/1349, 10-11=-1460/850, 11-12=-1584/972 BOT CHORD 2-21=-230/321, 20-21=-1995/1175, 5-20=-345/359, 18-20=-747/1485, 17-18=-1133/2302, 16-17=-1133/2302, 9-16=-375/368 WEBS 3-21=-405/347, 6-20=-2108/1228, 6-18=-108/500, 7-18=-196/558, 8-18=-878/489, 8-17=0/382, 8-16=-280/136, 13-16=-611/1284, 10-16=-725/1489, 10-13=-891/663, 11-13=-649/1317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 17-0-0, Exterior(2R) 17-0-0 to 31-1-12, Interior(1) 31-1-12 to 36-4-0, Exterior(2E) 36-4-0 to 44-2-4 zone;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 126 lb uplift at joint 2, 692 lb uplift at joint 12 and 987 lb uplift at joint 21. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24063264 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:16 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-hp_swN0TxJ4SXUsB05e?S7nTaaGgKU8inQhMRTzEZnb Scale = 1:81.9 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 27 28 29 30 31 32 33 34 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x8 4x6 4x8 3x6 3x6 2x4 2x4 3x6 6x8 2x4 4x4 3x8 2x4 7x10 3x8 4x8 3x4 4x6 4x4 8-4-0 8-4-0 13-2-0 4-10-0 19-0-0 5-10-0 25-0-0 6-0-0 31-0-0 6-0-0 34-4-0 3-4-0 39-2-4 4-10-4 44-4-0 5-1-12 -1-0-0 1-0-0 4-3-0 4-3-0 8-4-0 4-1-0 13-2-0 4-10-0 19-0-0 5-10-0 25-0-0 6-0-0 31-0-0 6-0-0 34-4-0 3-4-0 39-2-4 4-10-4 44-4-0 5-1-12 0-6-610-0-65-0-62-0-010-0-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [5:0-3-0,0-3-0], [6:0-3-0,0-2-0], [9:0-6-0,0-2-8], [17:0-2-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.81 0.65 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.27 0.09 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 318 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-23: 2x6 SP No.2, 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 8-17 5-0-0 oc bracing: 22-23 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 7-19, 7-17, 9-14 REACTIONS. (size)2=0-8-0, 12=0-4-0, 23=0-8-0 Max Horz 2=-373(LC 10) Max Uplift 2=-117(LC 12), 12=-690(LC 12), 23=-999(LC 12) Max Grav 2=369(LC 18), 12=1762(LC 18), 23=2372(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-383/115, 3-4=-280/316, 4-5=-1715/947, 5-6=-1927/1197, 6-7=-1699/1166, 7-8=-1883/1270, 8-9=-1871/1264, 9-10=-1534/1012, 10-11=-1254/716, 11-12=-1683/971 BOT CHORD 2-23=-212/326, 22-23=-2028/1221, 4-22=-1937/1240, 19-21=-794/1658, 18-19=-984/2052, 17-18=-984/2052, 8-17=-292/306, 13-14=-551/1056 WEBS 3-23=-408/352, 4-21=-1008/1871, 5-21=-582/493, 5-19=-80/282, 6-19=-180/563, 7-19=-646/338, 7-18=0/354, 7-17=-328/148, 14-17=-675/1466, 9-17=-779/1610, 9-14=-1038/501, 10-14=-165/478, 11-13=-743/1431, 10-13=-778/590 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 19-0-0, Exterior(2R) 19-0-0 to 33-1-11, Interior(1) 33-1-11 to 34-4-0, Exterior(2E) 34-4-0 to 44-2-4 zone;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 117 lb uplift at joint 2, 690 lb uplift at joint 12 and 999 lb uplift at joint 23. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A08 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24063265 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:18 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-dB6dL32jTwLAnn0a8WhTXYsw3NyloUv?FkATWLzEZnZ Scale = 1:101.8 1 2 3 4 5 6 7 8 9 10 11 12 1314 26 25 24 23 22 21 20 19 18 17 16 15 33 34 35 36 37 38 39 40 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 7x8 4x6 5x8 3x6 4x8 3x4 3x4 3x6 5x8 6x8 4x6 6x8 2x4 3x6 3x6 3x8 2x4 7x8 5x12 4x8 2x4 8-4-0 8-4-0 8-8-0 0-4-0 13-2-0 4-6-0 21-0-0 7-10-0 26-8-0 5-8-0 32-8-0 6-0-0 33-8-0 1-0-0 40-2-0 6-6-0 44-0-0 3-10-0 44-4-0 0-4-0 53-4-0 9-0-0 -1-0-0 1-0-0 4-5-0 4-5-0 8-4-0 3-11-0 13-2-0 4-10-0 17-1-14 3-11-14 21-0-0 3-10-2 26-8-0 5-8-0 32-4-0 5-8-0 32-8-0 0-4-0 40-2-0 7-6-0 44-0-0 3-10-0 48-7-0 4-7-0 53-4-0 4-9-0 54-4-0 1-0-0 0-6-611-0-60-6-62-0-01-0-01-0-011-0-66.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-4-8], [6:0-5-4,0-3-0], [10:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.36 0.67 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.27 0.05 (loc) 20-21 20-21 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 398 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-26,11-15: 2x6 SP No.2, 9-18: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 9-20 4-11-0 oc bracing: 15-16 5-0-0 oc bracing: 25-26 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 7-21, 8-20 REACTIONS.All bearings 0-8-0. (lb) - Max Horz 2=-533(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-284(LC 12), 15=-906(LC 12), 13=-241(LC 12), 26=-817(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=450(LC 18), 15=2368(LC 18), 13=430(LC 18), 26=2413(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-571/384, 3-4=-497/494, 4-5=-1770/1105, 5-6=-1875/1219, 6-7=-1779/1258, 7-8=-1779/1258, 8-9=-1927/1321, 9-10=-1925/1166, 10-11=-1299/794, 11-12=-24/254, 12-13=-277/276 BOT CHORD 2-26=-190/365, 25-26=-2074/1006, 4-25=-2003/1021, 22-24=-618/1791, 21-22=-447/1813, 20-21=-392/1604, 9-20=-311/345, 16-17=-249/293, 15-16=-2006/1100, 11-16=-1931/1108 WEBS 3-26=-428/313, 4-24=-818/1982, 5-24=-541/420, 6-22=-23/274, 6-21=-168/379, 7-21=-356/363, 8-21=-261/503, 8-20=-229/449, 17-20=-318/1009, 10-20=-155/754, 10-17=-1005/620, 11-17=-764/1622, 12-15=-461/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 21-0-0, Exterior(2E) 21-0-0 to 32-4-0, Exterior(2R) 32-4-0 to 46-5-11, Interior(1) 46-5-11 to 54-4-0 zone;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 284 lb uplift at joint 2, 906 lb uplift at joint 15, 241 lb uplift at joint 13 and 817 lb uplift at joint 26. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A09 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063266 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:19 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-5Og?YP3MEET1OxbmiECi4mO5snIBXwx9UOv02nzEZnY Scale = 1:97.4 12 3 4 5 6 7 8 9 10 11 1213 26 24 23 22 21 20 19 18 17 16 15 14 33 34 35 36 37 25 38 39 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 4x6 5x8 3x6 4x8 4x4 3x6 5x8 6x8 4x6 6x8 2x4 3x6 3x8 4x4 3x6 7x10 4x8 2x4 8-4-0 8-4-0 8-8-0 0-4-0 13-2-0 4-6-0 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 32-8-0 0-3-3 40-2-0 7-6-0 44-0-0 3-10-0 44-4-0 0-4-0 53-4-0 9-0-0 -1-0-0 1-0-0 4-5-0 4-5-0 8-4-0 3-11-0 13-2-0 4-10-0 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 40-2-0 7-9-3 44-0-0 3-10-0 48-7-0 4-7-0 53-4-0 4-9-0 54-4-0 1-0-0 0-6-611-0-00-6-62-0-01-0-01-0-011-0-06.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-4-8], [9:0-4-0,0-4-8], [17:0-2-0,0-0-0], [19:0-6-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.36 0.66 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.24 0.05 (loc) 21-23 21-23 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 389 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-26,10-14: 2x6 SP No.2, 8-17: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-5-7 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 8-19 5-0-0 oc bracing: 24-26, 14-15 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 7-21, 7-20 REACTIONS.All bearings 8-8-0 except (jt=length) 14=0-8-0, 12=0-8-0, 25=0-3-8. (lb) - Max Horz 2=-531(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-274(LC 12), 14=-901(LC 12), 12=-246(LC 12), 26=-893(LC 12), 25=-504(LC 18) Max Grav All reactions 250 lb or less at joint(s) 25 except 2=402(LC 18), 14=2357(LC 18), 12=435(LC 18), 26=2900(LC 17), 2=313(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-479/352, 3-4=-441/520, 4-5=-1731/1094, 5-6=-1861/1218, 6-7=-1629/1217, 7-8=-1780/1262, 8-9=-1933/1179, 9-10=-1316/807, 11-12=-288/289 BOT CHORD 2-26=-162/298, 24-26=-2105/1024, 4-24=-2032/1039, 21-23=-607/1762, 20-21=-494/1883, 19-20=-417/1660, 8-19=-0/265, 15-16=-252/286, 14-15=-1993/1090, 10-15=-1931/1094 WEBS 3-26=-421/318, 4-23=-839/2012, 5-23=-557/427, 6-21=-120/504, 7-21=-394/175, 7-20=-231/270, 8-20=-233/409, 16-19=-376/948, 9-19=-111/727, 9-16=-980/655, 10-16=-791/1660, 11-14=-466/372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 54-4-0 zone;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 274 lb uplift at joint 2, 901 lb uplift at joint 14, 246 lb uplift at joint 12, 893 lb uplift at joint 26, 504 lb uplift at joint 25 and 274 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 25,2021 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 2711493 Truss A10 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063267 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:21 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-2molz54cmrjleFl9peEA9BUQJb_X?mRSxiO77gzEZnW Scale = 1:101.0 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 32 33 34 35 36 37 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 4x6 5x6 3x4 3x4 7x10 4x4 5x8 5x8 7x8 4x6 4x4 2x4 4x4 4x12 7x10 5x8 2x4 7-1-1 7-1-1 13-2-0 6-0-15 20-11-3 7-9-3 26-11-0 5-11-13 27-11-0 1-0-0 32-4-13 4-5-13 32-8-0 0-3-3 40-2-0 7-6-0 44-0-0 3-10-0 44-4-0 0-4-0 53-4-0 9-0-0 -1-0-0 1-0-0 7-1-1 7-1-1 13-2-0 6-0-15 20-11-3 7-9-3 26-11-0 5-11-13 32-4-13 5-5-13 40-2-0 7-9-3 44-0-0 3-10-0 48-7-0 4-7-0 53-4-0 4-9-0 54-4-0 1-0-0 0-6-611-0-00-6-62-0-01-0-01-0-011-0-06.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [5:0-5-4,0-3-0], [8:0-4-0,0-4-8], [13:0-4-0,0-4-12], [16:0-2-0,0-0-0], [18:0-6-12,0-4-0], [19:0-4-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.42 0.60 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.32 0.11 (loc) 22-24 22-24 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 446 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-21,7-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-6-12 max.): 5-7. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 6-19, 7-18 4-0-0 oc bracing: 13-14 10-0-0 oc bracing: 19-21, 16-18 WEBS 1 Row at midpt 4-22, 5-22 REACTIONS. (size)2=0-8-0, 13=0-8-0, 11=0-8-0 Max Horz 2=-531(LC 10) Max Uplift 2=-934(LC 12), 13=-1133(LC 12), 11=-171(LC 12) Max Grav 2=2236(LC 17), 13=2866(LC 18), 11=274(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4081/2079, 3-4=-3453/1894, 4-5=-2538/1570, 5-6=-2529/1602, 6-7=-2534/1602, 7-8=-2373/1399, 8-9=-1340/808, 9-10=-211/702, 10-11=-97/467 BOT CHORD 2-25=-1701/3963, 24-25=-1701/3963, 22-24=-1330/3320, 6-19=-332/334, 18-19=-616/2206, 14-15=-615/504, 13-14=-2513/1388, 9-14=-2391/1354, 11-13=-307/128 WEBS 3-24=-742/486, 4-24=-156/672, 4-22=-1204/748, 19-22=-772/2495, 5-19=-208/685, 7-19=-463/927, 15-18=-346/986, 8-18=-341/1245, 8-15=-1364/859, 9-15=-1053/2168, 10-13=-465/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 54-4-0 zone;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 934 lb uplift at joint 2, 1133 lb uplift at joint 13 and 171 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A11 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063268 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:23 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-_9vWOn6sITzStYuXx3GeEcZmJOfyTimkO0tEBZzEZnU Scale = 1:101.0 1 2 3 4 5 6 7 8 9 10 11 1213 26 25 24 23 22 21 20 19 18 17 16 15 14 33 34 35 36 37 38 39 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 4x6 3x8 3x4 3x4 5x12 4x4 3x4 5x6 6x8 4x6 2x4 6x8 2x4 4x4 3x8 5x12 4x8 2x4 2-5-0 2-5-0 2-9-0 0-4-0 6-8-3 3-11-3 10-9-0 4-0-13 11-1-0 0-4-0 12-11-0 1-10-0 20-11-3 8-0-3 26-11-0 5-11-13 27-11-0 1-0-0 32-4-13 4-5-13 32-8-0 0-3-3 40-2-0 7-6-0 44-0-0 3-10-0 44-4-0 0-4-0 53-4-0 9-0-0 -1-0-0 1-0-0 2-9-0 2-9-0 6-8-3 3-11-3 10-9-0 4-0-13 12-11-0 2-2-0 16-11-2 4-0-2 20-11-3 4-0-2 27-11-0 6-11-13 32-4-13 4-5-13 40-2-0 7-9-3 44-0-0 3-10-0 48-7-0 4-7-0 53-4-0 4-9-0 54-4-0 1-0-0 0-6-611-0-00-6-62-0-01-0-01-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [6:0-5-4,0-3-0], [9:0-4-0,0-4-8], [14:0-3-8,0-3-0], [17:0-2-0,0-0-0], [19:0-6-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.33 0.67 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.11 0.05 (loc) 23-25 14-32 12 l/defl >999 >931 n/a L/d 240 180 n/a PLATES MT20 Weight: 410 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-22,8-17,10-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-20 4-0-0 oc bracing: 14-15 10-0-0 oc bracing: 20-22, 17-19 WEBS 1 Row at midpt 5-25, 6-23, 8-20 REACTIONS.All bearings 0-8-0 except (jt=length) 25=0-4-0. (lb) - Max Horz 2=-531(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-269(LC 12), 14=-711(LC 12), 12=-290(LC 12), 25=-968(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=439(LC 17), 14=1980(LC 18), 12=540(LC 18), 25=2615(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-450/250, 3-4=-175/622, 4-5=-107/531, 5-6=-924/761, 6-7=-1301/942, 7-8=-1306/940, 8-9=-1578/942, 9-10=-1236/735, 11-12=-511/414 BOT CHORD 2-26=-202/518, 25-26=-204/516, 23-25=-40/488, 7-20=-365/375, 19-20=-202/1270, 8-19=-5/331, 14-15=-1614/857, 10-15=-1557/860, 12-14=-207/437 WEBS 3-25=-834/554, 4-25=-404/452, 5-25=-1653/737, 5-23=-236/807, 6-23=-702/288, 20-23=-3/887, 6-20=-385/953, 16-19=-307/859, 9-19=-30/424, 9-16=-711/490, 10-16=-547/1261, 11-14=-481/382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 54-4-0 zone;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 269 lb uplift at joint 2, 711 lb uplift at joint 14, 290 lb uplift at joint 12 and 968 lb uplift at joint 25. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 25,2021 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 2711493 Truss A12 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063269 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:24 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-SLTuc67U3m5JViTkUnotnp6x5o?LC7Budgdnj?zEZnT Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 35 36 37 38 39 40 41 42 7x8 ST1.5x8 STP 6x8 7x8 7x8 4x6 4x6 3x4 3x4 5x6 4x4 4x6 2x4 2x4 4x4 4x4 2x4 4x8 4x4 7x10 4x8 7x10 4x4 4x6 4x4 7x10 2-5-0 2-5-0 2-9-0 0-4-0 6-8-13 3-11-13 10-9-0 4-0-3 11-1-0 0-4-0 12-11-0 1-10-0 20-11-3 8-0-3 26-8-0 5-8-13 32-4-13 5-8-13 34-11-0 2-6-3 35-3-0 0-4-0 40-2-0 4-11-0 44-11-0 4-9-0 45-3-0 0-4-0 48-8-4 3-5-4 52-9-0 4-0-12 -1-0-0 1-0-0 2-9-0 2-9-0 6-8-13 3-11-13 10-9-0 4-0-3 12-11-0 2-2-0 16-11-2 4-0-2 20-11-3 4-0-2 26-8-0 5-8-13 32-4-13 5-8-13 35-3-0 2-10-3 40-2-0 4-11-0 44-11-0 4-9-0 45-3-0 0-4-0 48-8-4 3-5-4 52-9-0 4-0-12 0-6-611-0-00-9-141-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-8], [10:0-4-0,0-4-8], [13:0-0-0,0-0-14], [14:0-3-8,0-2-0], [15:0-2-0,0-0-0], [17:0-7-0,0-6-0], [19:0-4-4,0-3-8], [26:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.33 0.66 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.30 0.12 (loc) 18 18-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 473 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 9-21,11-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-26: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 9-19 10-0-0 oc bracing: 19-21, 15-17 WEBS 1 Row at midpt 6-24, 6-23, 7-23, 8-23, 8-22, 8-19, 10-19 2 Rows at 1/3 pts 5-26 REACTIONS. (size)2=0-8-0, 13=Mechanical, 26=0-4-0 Max Horz 2=515(LC 11) Max Uplift 2=-117(LC 12), 13=-703(LC 12), 26=-1325(LC 12) Max Grav 2=285(LC 21), 13=1882(LC 18), 26=3245(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-239/517, 3-4=-483/1128, 4-5=-259/1026, 5-6=-903/729, 6-7=-1343/1029, 7-8=-1343/1029, 8-9=-2324/1508, 9-10=-2366/1382, 10-11=-3182/1682, 11-12=-4422/2200, 12-13=-3145/1516 BOT CHORD 2-28=-644/322, 26-28=-647/320, 24-26=-216/316, 23-24=-61/840, 22-23=-463/1464, 9-19=-213/276, 18-19=-1177/2714, 17-18=-1809/3914, 11-17=-357/969, 14-15=-149/292, 13-14=-1254/2696 WEBS 3-28=0/255, 3-26=-827/552, 4-26=-427/465, 5-26=-2355/1222, 5-24=-547/1392, 6-24=-913/572, 6-23=-685/1236, 7-23=-367/401, 8-23=-693/325, 8-22=-332/181, 19-22=-390/1435, 8-19=-885/1700, 10-19=-1174/697, 14-17=-1185/2579, 12-17=-572/1255, 12-14=-1074/602, 10-18=-247/771, 11-18=-1381/753 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 52-9-0 zone;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 117 lb uplift at joint 2, 703 lb uplift at joint 13 and 1325 lb uplift at joint 26.Continued on page 2 May 25,2021 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 2711493 Truss A12 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063269 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:24 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-SLTuc67U3m5JViTkUnotnp6x5o?LC7Budgdnj?zEZnT NOTES- 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A13 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 Job Reference (optional) T24063270 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:27 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-sw90E89NLhTuMACJAvLaOSkSn0?9PXOKJerRKKzEZnQ Scale = 1:115.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 40 41 42 43 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 6x8 6x8 4x6 3x8 3x4 3x4 5x6 4x4 4x6 2x4 2x4 3x6 4x8 2x4 3x6 7x10 7x10 4x4 7x8 2x4 3x8 4x4 4x4 4x4 7x10 2-5-0 2-5-0 2-9-0 0-4-0 6-8-13 3-11-13 10-9-0 4-0-3 11-1-0 0-4-0 12-11-0 1-10-0 16-11-2 4-0-2 20-11-3 4-0-2 26-8-0 5-8-13 32-4-13 5-8-13 34-11-0 2-6-3 35-3-0 0-4-0 40-2-0 4-11-0 44-11-0 4-9-0 45-3-0 0-4-0 49-8-0 4-5-0 55-0-0 5-4-0 58-8-0 3-8-0 -1-0-0 1-0-0 2-9-0 2-9-0 6-8-13 3-11-13 10-9-0 4-0-3 12-11-0 2-2-0 16-11-2 4-0-2 20-11-3 4-0-2 26-8-0 5-8-13 32-4-13 5-8-13 35-3-0 2-10-3 40-2-0 4-11-0 44-11-0 4-9-0 49-8-0 4-9-0 55-0-0 5-4-0 58-8-0 3-8-0 59-8-0 1-0-0 0-6-62-4-611-0-00-6-61-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [8:0-5-4,0-2-12], [10:0-4-0,0-4-8], [14:0-5-4,0-3-0], [19:0-2-12,0-3-4], [20:0-2-0,0-0-0], [22:0-6-0,0-4-0], [24:0-4-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.36 0.78 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.34 -0.49 0.09 (loc) 21 21 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 987 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-26,11-20: 2x4 SP No.3, 22-24,15-21: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-31,19-22: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except 2-0-0 oc purlins (5-3-9 max.): 6-8, 12-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-33,31-33,30-31 9-0-4 oc bracing: 18-19. 1 Row at midpt 9-24 10-0-0 oc bracing: 24-26, 20-22 WEBS 1 Row at midpt 6-30, 5-31 REACTIONS. (size)2=0-8-0, 15=0-8-0, 31=0-4-0 Max Horz 2=-531(LC 6) Max Uplift 2=-794(LC 20), 15=-1314(LC 8), 31=-1939(LC 8) Max Grav 2=227(LC 8), 15=2810(LC 30), 31=4488(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-897/2101, 3-4=-1098/2718, 4-5=-928/2699, 5-6=-90/867, 6-7=-1239/793, 7-8=-1239/793, 8-9=-2733/1352, 9-10=-2774/1245, 10-11=-4486/1863, 11-12=-7485/3073, 12-13=-8754/3766, 13-14=-7267/3278, 14-15=-5472/2472 BOT CHORD 2-33=-2141/927, 31-33=-2144/926, 30-31=-977/677, 28-30=-252/536, 27-28=-317/1579, 23-24=-1301/3858, 22-23=-2554/6667, 20-22=-41/259, 11-22=-1018/2632, 19-20=-318/786, 18-19=-3121/7223, 17-18=-2076/4831, 15-17=-2081/4823 WEBS 3-33=0/294, 3-31=-940/454, 4-31=-387/332, 6-30=-2578/1015, 6-28=-780/2102, 7-28=-388/326, 8-28=-1298/534, 8-27=-504/145, 24-27=-283/1591, 8-24=-1048/2674, 10-24=-2302/1029, 19-22=-3573/8591, 12-22=-2606/1296, 12-19=-2986/1272, 13-19=-1041/2227, 13-18=-1358/742, 14-18=-1404/3213, 5-30=-842/2745, 5-31=-4059/1559, 10-23=-704/1975, 11-23=-3248/1450 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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.Continued on page 2 May 25,2021 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 2711493 Truss A13 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 Job Reference (optional) T24063270 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:27 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-sw90E89NLhTuMACJAvLaOSkSn0?9PXOKJerRKKzEZnQ 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 794 lb uplift at joint 2, 1314 lb uplift at joint 15 and 1939 lb uplift at joint 31. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 lb down and 306 lb up at 55-0-0 on top chord, and 908 lb down and 490 lb up at 52-10-8, and 74 lb down at 54-11-4 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: 1-6=-60, 6-8=-60, 8-12=-60, 12-14=-60, 14-16=-60, 26-34=-20, 25-26=-20, 22-24=-20, 20-21=-20, 20-37=-20 Concentrated Loads (lb) Vert: 14=-86(F) 17=-68(F) 18=-855(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 2711493 Truss A14 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063271 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:29 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-pJGnfqAdtJjcbTMhHKN2UtplXph2tNCdnyKYPCzEZnO Scale = 1:115.6 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 37 38 39 40 41 42 43 44 45 46 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 7x8 6x8 6x8 5x8 6x8 3x6 3x4 3x4 4x6 4x6 3x6 2x4 5x6 6x8 4x8 3x6 4x8 7x10 10x12 6x8 8x12 4x4 6x8 2x4 10x12 2-5-0 2-5-0 2-9-0 0-4-0 6-8-13 3-11-13 10-9-0 4-0-3 11-1-0 0-4-0 12-11-0 1-10-0 20-11-3 8-0-3 26-8-0 5-8-13 32-4-13 5-8-13 34-11-0 2-6-3 35-3-0 0-4-0 40-2-0 4-11-0 44-11-0 4-9-0 45-3-0 0-4-0 47-8-0 2-5-0 53-0-0 5-4-0 58-8-0 5-8-0 -1-0-0 1-0-0 2-9-0 2-9-0 6-8-13 3-11-13 10-9-0 4-0-3 12-11-0 2-2-0 16-11-2 4-0-2 20-11-3 4-0-2 26-8-0 5-8-13 32-4-13 5-8-13 35-3-0 2-10-3 40-2-0 4-11-0 44-11-0 4-9-0 45-3-0 0-4-0 47-8-0 2-5-0 53-0-0 5-4-0 58-8-0 5-8-0 59-8-0 1-0-0 0-6-63-4-611-0-00-6-61-0-011-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [3:0-4-0,0-4-8], [12:0-5-4,0-3-8], [17:0-3-8,0-3-0], [18:0-0-0,0-2-0], [20:0-3-12,0-4-8], [22:0-3-12,0-3-8], [29:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.54 0.76 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.44 -0.65 0.14 (loc) 19 19 14 l/defl >999 >843 n/a L/d 240 180 n/a PLATES MT20 Weight: 544 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-30,23-28,28-30: 2x8 SP 2400F 2.0E, 9-24: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-29,17-20: 2x6 SP No.2, 5-29: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-11-9 max.): 6-8, 12-13. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 9-22 6-0-0 oc bracing: 22-24 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 5-27, 6-27, 7-25, 8-25, 8-22, 10-22, 12-16, 10-20 2 Rows at 1/3 pts 5-29, 7-27 REACTIONS. (size)2=0-8-0, 14=0-8-0, 29=0-4-0 Max Horz 2=-531(LC 10) Max Uplift 2=-751(LC 24), 14=-824(LC 12), 29=-1833(LC 12) Max Grav 2=198(LC 12), 14=1974(LC 18), 29=4305(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1261/2237, 3-4=-1471/2718, 4-5=-1231/2705, 5-6=-333/454, 6-7=-270/488, 7-8=-1607/1294, 8-9=-2353/1713, 9-10=-2403/1559, 10-11=-6069/3329, 11-12=-5962/3187, 12-13=-3296/1872, 13-14=-3625/1970 BOT CHORD 2-31=-2291/1310, 29-31=-2294/1310, 27-29=-1073/869, 26-27=-193/1050, 25-26=-193/1050, 24-25=-176/271, 9-22=-201/342, 21-22=-1572/3296, 20-21=-1572/3293, 17-18=-467/837, 16-17=-2511/5031, 14-16=-1571/3168 WEBS 3-31=0/250, 3-29=-785/525, 4-29=-453/514, 5-29=-3731/2100, 5-27=-1105/2260, 7-27=-1826/1106, 7-25=-661/1277, 8-25=-1176/653, 22-25=-303/1313, 8-22=-1177/2027, 10-22=-1963/1155, 17-20=-2284/4668, 12-17=-1921/1072, 12-16=-2064/1091, 13-16=-513/1255, 10-21=-3/353, 10-20=-1598/2968 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 53-0-0, Exterior(2E) 53-0-0 to 59-8-0 zone;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 751 lb uplift at joint 2, 824 lb uplift at joint 14 and 1833 lb uplift at joint 29. Continued on page 2 May 25,2021 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 2711493 Truss A14 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063271 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:29 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-pJGnfqAdtJjcbTMhHKN2UtplXph2tNCdnyKYPCzEZnO NOTES- 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A15 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063272 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:31 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-lhOX4WCtPwzKrnW4PlQWZHu5UdQfLHNwEGpfT5zEZnM Scale = 1:113.3 1 2 3 4 5 6 7 8 9 10 11 12 1314 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 35 36 37 38 39 40 41 42 43 44 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 7x10 6x8 7x10 5x8 6x8 3x6 3x4 4x6 3x6 2x4 5x6 5x6 5x8 2x4 4x6 7x10 2x4 6x8 8x12 6x8 6x8 2x4 10x12 2-5-0 2-5-0 2-9-0 0-4-0 6-9-0 4-0-0 10-9-0 4-0-0 11-1-0 0-4-0 12-11-0 1-10-0 20-11-3 8-0-3 26-8-0 5-8-13 32-4-13 5-8-13 34-11-0 2-6-3 35-3-0 0-4-0 40-2-0 4-11-0 44-11-0 4-9-0 45-8-0 0-9-0 51-0-0 5-4-0 58-8-0 7-8-0 -1-0-0 1-0-0 2-9-0 2-9-0 6-9-0 4-0-0 10-9-0 4-0-0 12-11-0 2-2-0 16-11-2 4-0-2 20-11-3 4-0-2 26-8-0 5-8-13 32-4-13 5-8-13 35-3-0 2-10-3 40-2-0 4-11-0 44-11-0 4-9-0 45-8-0 0-9-0 51-0-0 5-4-0 58-8-0 7-8-0 59-8-0 1-0-0 0-6-64-4-611-0-00-6-61-0-011-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [3:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-6-0,0-3-8], [10:0-3-9,0-2-12], [11:0-4-0,0-3-12], [12:0-6-12,0-3-8], [15:0-3-8,0-3-0], [18:0-3-12,0-4-0], [20:0-3-12,0-3-8], [27:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.57 0.55 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.45 -0.66 0.13 (loc) 17 17 13 l/defl >999 >830 n/a L/d 240 180 n/a PLATES MT20 Weight: 545 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E *Except* 9-22: 2x4 SP No.3, 18-20,13-17: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-27,11-16,15-18: 2x6 SP No.2, 5-27: 2x4 SP No.1 10-18: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-11-15 max.): 6-8, 11-12. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 9-20 6-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 5-25, 6-25, 6-24, 7-24, 8-24, 8-23, 8-20, 10-20, 10-18 2 Rows at 1/3 pts 5-27 REACTIONS. (size)2=0-8-0, 13=0-8-0, 27=0-4-0 Max Horz 2=-531(LC 10) Max Uplift 2=-669(LC 24), 13=-832(LC 12), 27=-1786(LC 12) Max Grav 2=161(LC 12), 13=2012(LC 18), 27=4224(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/2012, 3-4=-1397/2499, 4-5=-1147/2497, 5-6=-425/519, 6-7=-1067/1018, 7-8=-1067/1018, 8-9=-2431/1759, 9-10=-2493/1622, 10-11=-6398/3574, 11-12=-5546/3052, 12-13=-3555/1949 BOT CHORD 2-29=-2089/1224, 27-29=-2092/1223, 25-27=-924/804, 24-25=-218/446, 23-24=-489/1519, 9-20=-159/304, 19-20=-1591/3322, 18-19=-1592/3321, 15-16=-224/466, 13-15=-1512/3085 WEBS 3-29=0/254, 3-27=-792/531, 4-27=-439/505, 5-27=-3625/2076, 5-25=-1068/2167, 6-25=-1596/1022, 6-24=-1057/1737, 7-24=-369/477, 8-24=-1283/682, 20-23=-378/1410, 8-20=-1203/2093, 11-18=-2991/1838, 15-18=-1302/2659, 12-15=-247/286, 12-18=-1426/2714, 10-20=-1931/1153, 10-19=0/276, 10-18=-1900/3287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 51-0-0, Exterior(2E) 51-0-0 to 59-8-0 zone;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 669 lb uplift at joint 2, 832 lb uplift at joint 13 and 1786 lb uplift at joint 27. Continued on page 2 May 25,2021 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 2711493 Truss A15 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063272 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:31 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-lhOX4WCtPwzKrnW4PlQWZHu5UdQfLHNwEGpfT5zEZnM NOTES- 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A16 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063273 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:33 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-h4WIUBE8xXE245fSWAS_ei_T4Q1XpBeDiaImYzzEZnK Scale = 1:113.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 37 38 39 40 41 42 43 44 45 46 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 7x10 7x8 6x8 5x8 6x8 3x6 3x4 3x4 4x4 5x6 3x6 2x4 5x6 5x6 5x8 2x4 4x6 7x10 4x6 4x4 10x12 4x12 2x4 6x8 10x12 2-5-0 2-5-0 2-9-0 0-4-0 6-8-13 3-11-13 10-9-0 4-0-3 11-1-0 0-4-0 12-11-0 1-10-0 20-11-3 8-0-3 26-8-0 5-8-13 32-4-13 5-8-13 34-11-0 2-6-3 35-3-0 0-4-0 40-2-0 4-11-0 44-11-0 4-9-0 45-11-0 1-0-0 50-0-12 4-1-12 58-8-0 8-7-4 -1-0-0 1-0-0 2-9-0 2-9-0 6-8-13 3-11-13 10-9-0 4-0-3 12-11-0 2-2-0 16-11-2 4-0-2 20-11-3 4-0-2 26-8-0 5-8-13 32-4-13 5-8-13 35-3-0 2-10-3 40-2-0 4-11-0 44-8-12 4-6-12 50-0-12 5-4-0 54-3-6 4-2-10 58-8-0 4-4-10 59-8-0 1-0-0 0-6-64-10-011-0-00-6-61-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-6-0,0-3-8], [13:0-5-12,0-3-0], [15:0-1-4,Edge], [18:0-2-0,0-0-0], [22:0-3-8,0-3-8], [29:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.44 0.85 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.55 0.15 (loc) 19 19 15 l/defl >999 >996 n/a L/d 240 180 n/a PLATES MT20 Weight: 546 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E *Except* 9-24,12-18: 2x4 SP No.3, 20-22,15-19: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-29: 2x6 SP No.2, 5-29: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-2-12 max.): 6-8, 11-13. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 9-22 6-0-0 oc bracing: 22-24 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 5-27, 6-27, 6-26, 7-26, 8-26, 8-25, 8-22, 10-22, 11-21 2 Rows at 1/3 pts 5-29 REACTIONS. (size)2=0-8-0, 15=0-8-0, 29=0-4-0 Max Horz 2=-531(LC 10) Max Uplift 2=-485(LC 24), 15=-854(LC 12), 29=-1671(LC 12) Max Grav 2=84(LC 8), 15=2083(LC 18), 29=4007(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-919/1548, 3-4=-1129/2029, 4-5=-878/2024, 5-6=-583/651, 6-7=-1250/1121, 7-8=-1250/1121, 8-9=-2631/1873, 9-10=-2681/1728, 10-11=-4036/2333, 11-12=-5070/2818, 12-13=-5029/2804, 13-14=-3548/1975, 14-15=-3852/2165 BOT CHORD 2-31=-1676/997, 29-31=-1678/997, 27-29=-633/647, 26-27=-101/626, 25-26=-570/1655, 9-22=-191/325, 21-22=-1679/3492, 20-21=-2611/5211, 17-18=-244/392, 15-17=-1764/3400 WEBS 3-31=0/250, 3-29=-783/526, 4-29=-447/511, 5-29=-3321/1905, 5-27=-968/1988, 6-27=-1440/935, 6-26=-1022/1672, 7-26=-367/476, 8-26=-1223/649, 22-25=-467/1548, 8-22=-1254/2184, 10-22=-1928/1147, 10-21=-696/1547, 11-21=-2138/1258, 17-20=-1250/2754, 13-20=-1284/2455, 13-17=-360/290, 14-17=-364/346, 11-20=-643/479 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 50-0-12, Exterior(2E) 50-0-12 to 59-8-0 zone;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 485 lb uplift at joint 2, 854 lb uplift at joint 15 and 1671 lb uplift at joint 29. Continued on page 2 May 25,2021 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 2711493 Truss A16 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063273 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:33 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-h4WIUBE8xXE245fSWAS_ei_T4Q1XpBeDiaImYzzEZnK NOTES- 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A17 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063274 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:35 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-dTe2vtFOT9UlJOprebUSj73ofEjDH5BV9unscszEZnI Scale = 1:113.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 36 37 38 39 40 41 42 43 44 45 46 47 48 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 7x10 6x8 6x8 4x6 5x8 3x4 3x4 10x12 3x4 3x4 3x6 2x4 5x6 5x6 5x8 2x4 4x4 7x10 4x6 5x6 5x12 4x4 2x4 4x6 10x12 6-8-13 6-8-13 12-11-0 6-2-3 20-11-3 8-0-3 26-8-0 5-8-13 32-4-13 5-8-13 34-11-0 2-6-3 35-3-0 0-4-0 42-8-12 7-5-12 44-11-0 2-2-4 45-3-0 0-4-0 48-0-12 2-9-12 53-3-6 5-2-10 58-8-0 5-4-10 -1-0-0 1-0-0 6-8-13 6-8-13 12-11-0 6-2-3 16-11-2 4-0-2 20-11-3 4-0-2 26-8-0 5-8-13 32-4-13 5-8-13 35-3-0 2-10-3 40-2-0 4-11-0 42-8-12 2-6-12 44-11-0 2-2-4 48-0-12 3-1-12 53-3-6 5-2-10 58-8-0 5-4-10 0-6-65-10-011-0-00-6-61-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-6-0,0-3-8], [11:0-5-4,0-3-12], [13:0-5-4,0-3-0], [22:0-3-8,0-3-8], [29:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.50 0.77 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.55 0.16 (loc) 21-22 21-22 15 l/defl >999 >987 n/a L/d 240 180 n/a PLATES MT20 Weight: 523 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-29: 2x8 SP 2400F 2.0E, 9-24,12-18: 2x4 SP No.3 15-19: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-29: 2x6 SP No.2, 5-29: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-6-9 max.): 6-8, 11-13. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 9-22 10-0-0 oc bracing: 22-24, 18-20 WEBS 1 Row at midpt 5-28, 6-28, 6-26, 7-26, 8-26, 8-25, 8-22, 10-22 2 Rows at 1/3 pts 5-29 REACTIONS. (size)15=0-8-0, 2=0-8-0, 29=0-4-0 Max Horz 2=523(LC 11) Max Uplift 15=-775(LC 12), 2=-435(LC 24), 29=-1647(LC 12) Max Grav 15=2027(LC 18), 2=77(LC 21), 29=3977(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-856/1396, 3-4=-1074/1942, 4-5=-844/1892, 5-6=-578/668, 6-7=-1260/1159, 7-8=-1260/1159, 8-9=-2648/1940, 9-10=-2708/1798, 10-11=-4922/2991, 11-12=-4026/2478, 12-13=-4010/2468, 13-14=-3296/2014, 14-15=-3808/2247 BOT CHORD 2-30=-1530/971, 29-30=-1534/971, 28-29=-624/685, 26-28=-82/590, 25-26=-618/1621, 9-22=-166/317, 21-22=-1775/3467, 20-21=-2200/4299, 17-18=-144/284, 16-17=-1881/3314, 15-16=-1881/3314 WEBS 3-30=0/263, 3-29=-807/531, 4-29=-436/500, 5-29=-3225/1898, 5-28=-1000/1986, 6-28=-1472/977, 6-26=-1078/1708, 7-26=-366/474, 8-26=-1168/643, 8-25=-386/227, 22-25=-527/1702, 8-22=-1366/2328, 10-22=-1855/1257, 11-21=-1459/1041, 11-20=-736/346, 17-20=-1405/2749, 13-20=-1107/2097, 13-17=-679/416, 14-17=-550/492, 10-21=-1088/2033 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 48-0-12, Exterior(2R) 48-0-12 to 58-1-8, Interior(1) 58-1-8 to 58-8-0 zone;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 775 lb uplift at joint 15, 435 lb uplift at joint 2 and 1647 lb uplift at joint 29.Continued on page 2 May 25,2021 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 2711493 Truss A17 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063274 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:35 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-dTe2vtFOT9UlJOprebUSj73ofEjDH5BV9unscszEZnI NOTES- 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A18 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063275 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:36 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-6fCQ7DG0ESccxYO1BI?hGLc?xe3X0YlfOXXQ9IzEZnH Scale = 1:107.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 7x8 ST1.5x8 STP 6x8 6x8 6x8 6x8 4x6 3x8 3x6 2x4 6x8 4x4 3x8 4x8 2x4 3x8 2x4 6x8 3x6 7x8 4x6 3x8 3x8 8-5-4 8-5-4 16-3-0 7-9-12 16-4-0 0-1-0 20-11-3 4-7-3 26-8-0 5-8-13 32-4-13 5-8-13 41-8-0 9-3-3 49-10-12 8-2-12 58-9-0 8-10-4 -1-0-0 1-0-0 5-9-11 5-9-11 11-0-13 5-3-3 16-4-0 5-3-3 20-11-3 4-7-3 26-8-0 5-8-13 32-4-13 5-8-13 38-8-12 6-3-15 41-8-0 2-11-4 44-0-12 2-4-12 51-1-2 7-0-6 58-9-0 7-7-14 0-6-67-10-011-0-00-5-1411-0-06.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [12:0-4-0,0-4-8], [21:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.33 0.83 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.38 0.02 (loc) 16-17 16-17 13 l/defl >999 >793 n/a L/d 240 180 n/a PLATES MT20 Weight: 437 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, except 2-0-0 oc purlins (6-0-0 max.): 6-8, 9-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-21, 6-20, 7-20, 7-17, 8-17, 9-16, 11-16, 11-14 REACTIONS.All bearings 0-8-0 except (jt=length) 21=0-6-0, 16=0-4-0, 13=Mechanical. (lb) - Max Horz 2=524(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-354(LC 12), 21=-845(LC 12), 16=-942(LC 12), 13=-248(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=685(LC 17), 21=2329(LC 17), 16=2516(LC 18), 13=657(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-843/585, 3-4=-684/480, 4-5=-198/501, 5-6=-430/547, 6-7=-321/559, 7-8=-520/646, 8-9=-616/603, 9-10=-15/486, 10-11=-15/486, 11-12=-678/588, 12-13=-732/464 BOT CHORD 2-23=-344/1016, 21-23=-154/422, 20-21=-293/451, 19-20=0/530, 17-19=0/530, 16-17=-161/303, 14-16=-298/371, 13-14=-296/596 WEBS 3-23=-445/427, 4-23=-231/701, 4-21=-832/539, 5-21=-1452/935, 5-20=-369/937, 7-20=-524/340, 7-19=0/290, 9-17=-230/736, 9-16=-1179/803, 11-16=-965/738, 11-14=-722/1134, 12-14=-613/696 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2E) 32-4-13 to 38-8-12, Interior(1) 38-8-12 to 44-0-12, Exterior(2R) 44-0-12 to 54-0-12, Interior(1) 54-0-12 to 58-8-4 zone;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 354 lb uplift at joint 2, 845 lb uplift at joint 21, 942 lb uplift at joint 16 and 248 lb uplift at joint 13. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 25,2021 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 2711493 Truss A19 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063276 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:38 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-21JBYvHGm4sKAsYQJj29LmhLoRsqUUNyrr0XDBzEZnF Scale = 1:107.6 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 28 29 30 31 32 33 34 35 36 37 38 7x8 ST1.5x8 STP 6x8 6x8 6x8 6x8 6x8 3x4 4x4 4x6 4x6 2x4 7x8 4x8 4x4 4x8 2x4 4x4 4x4 4x4 2x4 4x6 4x6 7x10 2-5-0 2-5-0 2-8-0 0-3-0 8-5-0 5-9-0 14-0-0 5-7-0 14-4-0 0-4-0 16-3-0 1-11-0 16-4-0 0-1-0 20-11-3 4-7-3 26-8-0 5-8-13 32-4-13 5-8-13 36-8-12 4-3-15 41-8-0 4-11-4 48-4-12 6-8-12 54-8-12 6-4-0 58-9-0 4-0-4 -1-0-0 1-0-0 2-8-0 2-8-0 8-5-0 5-9-0 14-2-0 5-9-0 16-4-0 2-2-0 20-11-3 4-7-3 26-8-0 5-8-13 32-4-13 5-8-13 36-8-12 4-3-15 42-0-12 5-4-0 48-4-12 6-4-0 54-8-12 6-4-0 58-9-0 4-0-4 0-6-68-10-02-6-011-0-02-6-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [5:0-5-4,0-3-0], [7:0-5-4,0-3-0], [11:0-5-4,0-3-0], [17:0-5-0,0-4-12], [22:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.31 0.33 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.12 0.02 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 502 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-22,9-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7, 8-9, 11-12. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-22, 4-22, 5-21, 6-20, 7-18, 8-17, 9-17, 10-17 REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 22=0-6-0, 17=0-4-0. (lb) - Max Horz 2=-474(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 13=-181(LC 12), 2=-320(LC 12), 22=-853(LC 12), 17=-1033(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 13=487(LC 18), 2=703(LC 17), 22=2241(LC 17), 17=2603(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-713/393, 3-4=-145/461, 4-5=-379/474, 5-6=-472/613, 6-7=-472/613, 7-8=-483/518, 8-9=-112/562, 9-10=-234/692 BOT CHORD 2-24=-328/859, 22-24=-329/856, 21-22=-288/382, 20-21=-80/299, 18-20=-1/411, 14-15=-289/664, 13-14=-283/677 WEBS 3-24=0/354, 3-22=-1113/674, 4-22=-1456/1064, 4-21=-353/856, 5-21=-525/361, 5-20=-300/440, 6-20=-383/489, 7-18=-298/260, 8-18=-186/659, 8-17=-1219/816, 9-17=-634/486, 10-17=-930/718, 10-15=-31/396, 11-15=-619/339, 11-13=-735/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2E) 32-4-13 to 36-8-12, Interior(1) 36-8-12 to 42-0-12, Exterior(2R) 42-0-12 to 52-0-12, Interior(1) 52-0-12 to 58-7-4 zone;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 181 lb uplift at joint 13, 320 lb uplift at joint 2, 853 lb uplift at joint 22 and 1033 lb uplift at joint 17. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 25,2021 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 2711493 Truss A20 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063277 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:40 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-_QRxybJXHh62QAipQ84dQBmhBFZZyLGFJ9VdI4zEZnD Scale = 1:107.6 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 29 30 31 32 33 34 35 36 37 38 39 40 7x8 ST1.5x8 STP 6x8 6x8 6x8 6x8 6x8 3x4 4x6 4x6 2x4 7x8 4x8 4x4 4x8 2x4 4x8 2x4 4x4 4x4 4x4 5x6 4x6 4x6 7x10 2-5-0 2-5-0 2-8-0 0-3-0 8-5-10 5-9-10 14-0-0 5-6-6 14-4-0 0-4-0 16-3-0 1-11-0 16-4-0 0-1-0 20-11-3 4-7-3 26-8-0 5-8-13 34-8-12 8-0-12 41-8-0 6-11-4 47-2-6 5-6-6 52-8-12 5-6-6 58-9-0 6-0-4 -1-0-0 1-0-0 2-8-0 2-8-0 8-5-10 5-9-10 14-2-0 5-8-6 16-4-0 2-2-0 20-11-3 4-7-3 26-8-0 5-8-13 32-4-13 5-8-13 34-8-12 2-3-15 40-0-12 5-4-0 41-8-0 1-7-4 47-2-6 5-6-6 52-8-12 5-6-6 58-9-0 6-0-4 0-6-69-10-03-6-011-0-03-6-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [5:0-5-4,0-3-0], [18:0-5-0,0-4-12], [23:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.32 0.31 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.01 (loc) 19-21 19-21 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 523 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-23,10-18: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7, 8-9, 12-13. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-23, 4-23, 5-22, 6-21, 7-19, 8-19, 9-19, 9-18, 10-18 REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 23=0-6-0, 18=0-4-0. (lb) - Max Horz 2=-453(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 14=-185(LC 12), 2=-296(LC 12), 23=-889(LC 12), 18=-1017(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 14=517(LC 18), 2=680(LC 17), 23=2321(LC 17), 18=2487(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-651/327, 3-4=-160/511, 4-5=-343/433, 5-6=-484/589, 6-7=-484/589, 7-8=-385/497, 8-9=-309/406, 9-10=-46/468, 10-11=-211/583, 12-13=-566/189, 13-14=-424/267 BOT CHORD 2-25=-326/792, 23-25=-327/788, 22-23=-330/365, 21-22=-75/268, 19-21=-63/408, 18-19=-339/403, 15-16=-198/570 WEBS 3-25=0/354, 3-23=-1109/673, 4-23=-1523/1124, 4-22=-409/920, 5-22=-622/404, 5-21=-325/534, 6-21=-380/488, 7-19=-287/190, 8-19=-369/470, 9-19=-624/1070, 9-18=-1239/800, 10-18=-397/446, 11-18=-836/605, 11-16=-98/467, 12-16=-616/350, 13-15=-190/604 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2E) 32-4-13 to 34-8-12, Interior(1) 34-8-12 to 40-0-12, Exterior(2R) 40-0-12 to 50-0-12, Interior(1) 50-0-12 to 58-7-4 zone;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 185 lb uplift at joint 14, 296 lb uplift at joint 2, 889 lb uplift at joint 23 and 1017 lb uplift at joint 18. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A21 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063278 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:41 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-Sc?JAxK92?Ev1JG?_rbszOJszftshpsOXpEBqWzEZnC Scale = 1:107.6 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 36 37 38 39 40 7x8 ST1.5x8 STP 6x8 7x8 6x8 6x8 3x4 4x4 4x6 4x6 2x4 7x8 4x8 4x4 4x8 2x4 4x4 2x4 4x4 4x8 4x4 4x6 4x6 7x10 2-5-0 2-5-0 2-8-0 0-3-0 8-5-10 5-9-10 14-0-0 5-6-6 14-4-0 0-4-0 16-3-0 1-11-0 16-4-0 0-1-0 20-11-3 4-7-3 26-11-2 5-11-15 32-8-12 5-9-10 38-0-12 5-4-0 41-8-0 3-7-4 50-8-12 9-0-12 58-9-0 8-0-4 -1-0-0 1-0-0 2-8-0 2-8-0 8-5-10 5-9-10 14-2-0 5-8-6 16-4-0 2-2-0 20-11-3 4-7-3 26-11-2 5-11-15 32-4-13 5-5-11 32-8-12 0-3-15 38-0-12 5-4-0 41-8-0 3-7-4 46-2-6 4-6-6 50-8-12 4-6-6 54-7-2 3-10-6 58-9-0 4-1-14 0-6-610-10-04-6-011-0-04-6-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [5:0-5-4,0-3-0], [7:0-4-0,0-3-4], [17:0-5-0,0-4-4], [22:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.32 0.37 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.09 0.01 (loc) 24-27 24-27 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 515 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-22,9-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8, 11-13. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-22, 4-22, 5-21, 6-20, 7-18, 8-18, 8-17, 9-17 REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 22=0-6-0, 17=0-4-0. (lb) - Max Horz 2=-428(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 14=-224(LC 12), 2=-286(LC 12), 22=-923(LC 12), 17=-954(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 14=570(LC 18), 2=689(LC 17), 22=2347(LC 17), 17=2418(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-650/302, 3-4=-191/493, 4-5=-370/429, 5-6=-512/602, 6-7=-514/599, 7-8=-464/529, 8-9=-4/422, 9-10=-124/418, 10-11=-643/284, 11-12=-512/173 BOT CHORD 2-24=-356/791, 22-24=-357/787, 21-22=-297/312, 20-21=-37/284, 18-20=-129/483, 14-15=-233/384 WEBS 3-24=0/355, 3-22=-1111/673, 4-22=-1560/1092, 4-21=-436/955, 5-21=-609/431, 5-20=-347/530, 6-20=-369/482, 7-18=-440/484, 8-18=-440/812, 8-17=-1149/700, 9-17=-331/433, 10-17=-728/558, 10-15=-358/842, 11-15=-486/340, 12-14=-522/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 38-0-12, Exterior(2R) 38-0-12 to 48-0-12, Interior(1) 48-0-12 to 58-7-4 zone;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 224 lb uplift at joint 14, 286 lb uplift at joint 2, 923 lb uplift at joint 22 and 954 lb uplift at joint 17. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A22 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063279 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:43 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-O?74bcLPacUdHdQN6GdK2pOARSZG9joh?7jIuOzEZnA Scale = 1:111.2 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 26 25 24 23 22 21 20 19 18 17 16 34 35 36 37 38 39 40 41 42 43 44 7x8 ST1.5x8 STP 6x8 7x8 6x8 6x8 3x8 3x4 4x12 4x4 4x6 4x6 2x4 7x8 4x8 4x8 4x4 4x4 4x8 4x8 4x4 7x10 4x6 4x6 7x8 2-5-0 2-5-0 2-8-0 0-3-0 8-5-10 5-9-10 14-0-0 5-6-6 14-4-0 0-4-0 16-3-0 1-11-0 16-4-0 0-1-0 20-11-3 4-7-3 29-4-0 8-4-13 37-8-13 8-4-13 41-8-0 3-11-3 48-8-12 7-0-12 56-2-0 7-5-4 58-9-0 2-7-0 -1-0-0 1-0-0 2-8-0 2-8-0 8-5-10 5-9-10 14-2-0 5-8-6 16-4-0 2-2-0 20-11-3 4-7-3 26-6-6 5-7-3 32-1-10 5-7-3 37-8-13 5-7-3 41-8-0 3-11-3 48-8-12 7-0-12 55-10-0 7-1-4 56-2-0 0-4-0 58-9-0 2-7-0 0-6-65-6-02-9-611-0-01-3-1411-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [7:0-4-0,0-4-8], [10:0-5-4,0-3-0], [13:0-5-8,0-3-8], [19:0-4-0,0-4-8], [24:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.45 0.38 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.10 0.02 (loc) 26-33 26-33 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 520 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-24,9-19: 2x6 SP No.2 SLIDER Right 2x6 SP No.2 -t 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8, 10-12, 11-16, 13-28. Except: 6-0-0 oc bracing: 11-13 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-24, 4-24, 5-23, 6-23, 7-20, 8-20, 9-19, 10-19 JOINTS 1 Brace at Jt(s): 13 REACTIONS.All bearings Mechanical except (jt=length) 24=0-6-0, 2=0-8-0, 19=0-4-0. (lb) - Max Horz 2=429(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 15=-363(LC 12), 24=-973(LC 12), 2=-244(LC 12), 19=-949(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 15=652(LC 18), 24=2386(LC 17), 2=669(LC 17), 19=2274(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-599/191, 3-4=-295/539, 4-5=-311/350, 5-6=-217/359, 6-7=-507/521, 7-8=-178/332, 8-9=-240/326, 9-10=-280/459, 11-13=-307/657, 13-15=-783/855 BOT CHORD 2-26=-399/719, 24-26=-399/715, 23-24=-289/260, 21-23=-193/471, 20-21=-190/446, 19-20=-298/270, 17-19=-150/380, 16-17=-671/662, 15-16=-662/642 WEBS 3-26=0/362, 3-24=-1116/671, 4-24=-1616/1122, 4-23=-483/999, 6-23=-545/415, 7-21=-4/282, 7-20=-637/491, 9-20=-549/1006, 9-19=-1602/1092, 10-19=-814/508, 10-17=-87/378, 10-13=-336/145, 13-17=-318/552 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 37-8-13, Exterior(2R) 37-8-13 to 47-8-13, Interior(1) 47-8-13 to 58-9-0 zone;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 363 lb uplift at joint 15, 973 lb uplift at joint 24, 244 lb uplift at joint 2 and 949 lb uplift at joint 19. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 25,2021 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 2711493 Truss A23 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063280 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:45 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-LOEq0INf6DkLWxamDhgo7ETVlGFhdcT_SRCOzHzEZn8 Scale = 1:111.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 29 28 27 26 25 24 23 22 21 20 19 18 37 38 39 40 41 42 43 44 45 46 47 48 49 50 7x8 ST1.5x8 STP 6x8 7x8 6x8 6x8 3x8 3x4 4x12 4x4 4x6 4x6 4x4 2x4 7x8 4x8 4x8 4x4 4x4 4x8 4x8 4x4 4x4 7x10 4x8 4x6 4x6 7x8 8-3-0 8-3-0 16-3-0 8-0-0 16-4-0 0-1-0 20-11-3 4-7-3 29-4-0 8-4-13 37-8-13 8-4-13 41-8-0 3-11-3 46-8-12 5-0-12 51-5-6 4-8-10 56-2-0 4-8-10 58-9-0 2-7-0 -1-0-0 1-0-0 5-6-11 5-6-11 10-11-5 5-4-11 16-4-0 5-4-11 20-11-3 4-7-3 26-6-6 5-7-3 32-1-10 5-7-3 37-8-13 5-7-3 41-8-0 3-11-3 46-8-12 5-0-12 51-5-6 4-8-10 55-10-0 4-4-10 56-2-0 0-4-0 58-9-0 2-7-0 0-6-66-6-02-9-611-0-01-3-1411-0-06.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [8:0-4-0,0-4-8], [15:0-5-8,0-3-8], [22:0-4-0,0-4-8], [27:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.46 0.38 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.02 (loc) 24-26 24-26 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 540 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-27,10-22: 2x6 SP No.2 SLIDER Right 2x6 SP No.2 -t 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9, 11-14, 13-18, 15-31. Except: 6-0-0 oc bracing: 13-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-27, 6-26, 7-26, 8-23, 9-23, 10-22 JOINTS 1 Brace at Jt(s): 13, 15 REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 27=0-6-0, 22=0-4-0. (lb) - Max Horz 2=545(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 17=-385(LC 12), 2=-210(LC 12), 27=-1018(LC 12), 22=-916(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 17=687(LC 18), 2=665(LC 17), 27=2451(LC 17), 22=2171(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-745/203, 3-4=-515/78, 4-5=-339/547, 5-6=-291/252, 6-7=-219/279, 7-8=-517/446, 8-9=-201/264, 9-10=-264/239, 10-11=-287/383, 13-15=-224/588, 15-17=-802/897 BOT CHORD 2-29=-589/876, 27-29=-266/268, 26-27=-323/186, 24-26=-284/490, 23-24=-274/493, 22-23=-259/192, 19-20=-261/428, 18-19=-698/670, 17-18=-691/658 WEBS 3-29=-431/429, 4-29=-219/691, 4-27=-834/542, 5-27=-1592/1085, 5-26=-556/1050, 7-26=-582/422, 8-24=0/259, 8-23=-604/476, 10-23=-581/978, 10-22=-1488/998, 11-22=-675/411, 11-20=-164/412, 12-20=-315/307, 12-19=-211/328, 12-15=-489/321, 15-19=-317/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 37-8-13, Exterior(2E) 37-8-13 to 46-8-12, Interior(1) 46-8-12 to 58-9-0 zone;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 385 lb uplift at joint 17, 210 lb uplift at joint 2, 1018 lb uplift at joint 27 and 916 lb uplift at joint 22. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 25,2021 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 2711493 Truss A24 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063281 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:47 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-HmMaQ_Ower_2lEk9L6iGCfZpD4uK5aKGwlhV1AzEZn6 Scale = 1:112.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 37 38 39 40 41 42 43 44 45 46 47 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 7x8 6x8 6x8 3x8 3x4 4x12 4x4 4x6 5x6 3x4 4x6 4x12 2x4 7x8 4x4 4x4 4x8 4x4 4x4 4x8 7x10 3x6 3x6 7x10 4x8 4x8 4x6 6-8-3 6-8-3 10-4-0 3-7-13 15-7-10 5-3-10 20-11-3 5-3-10 29-4-0 8-4-13 37-8-13 8-4-13 44-10-0 7-1-3 45-0-4 0-2-4 45-1-0 0-0-12 50-5-6 5-4-6 55-10-0 5-4-10 58-9-0 2-11-0 -1-0-0 1-0-0 6-8-3 6-8-3 10-4-0 3-7-13 15-7-10 5-3-10 20-11-3 5-3-10 26-6-6 5-7-3 32-1-10 5-7-3 37-8-13 5-7-3 44-8-12 6-11-15 50-5-6 5-8-10 55-10-0 5-4-10 56-2-0 0-4-0 58-9-0 2-7-0 0-6-67-6-02-9-611-0-01-3-142-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [8:0-4-0,0-4-8], [10:0-3-0,0-3-0], [14:0-5-8,0-3-8], [19:0-5-8,0-0-0], [20:0-4-12,0-3-8], [28:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.59 0.50 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.15 -0.03 (loc) 23-25 23-25 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 505 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 4-28,10-19: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-15 max.): 6-9, 10-13, 12-17, 14-31. Except: 6-0-0 oc bracing: 12-14 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 3-7-0 oc bracing: 19-20 3-11-0 oc bracing: 27-28 WEBS 1 Row at midpt 7-25, 7-23, 8-21, 10-21 JOINTS 1 Brace at Jt(s): 12, 14 REACTIONS.All bearings 0-8-0 except (jt=length) 16=Mechanical, 19=0-6-0. (lb) - Max Horz 2=666(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2 except 16=-324(LC 12), 19=-1061(LC 12), 28=-1101(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 16=530(LC 18), 2=486(LC 17), 19=2423(LC 18), 28=2326(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-467/0, 3-4=-546/243, 4-5=-1423/661, 5-6=-1625/950, 6-7=-1425/944, 7-8=-1556/1007, 8-9=-999/673, 9-10=-1164/627, 10-11=-425/428, 12-14=-243/598, 14-16=-584/772 BOT CHORD 2-29=-296/433, 28-29=-296/429, 27-28=-1850/1292, 4-27=-1744/1312, 25-26=-917/1304, 23-25=-1036/1576, 21-23=-963/1476, 20-21=-318/185, 19-20=-2345/1521, 10-20=-1723/1178, 17-18=-575/490, 16-17=-584/472 WEBS 3-29=0/273, 3-28=-665/422, 4-26=-1039/1537, 5-26=-615/596, 5-25=-114/319, 6-25=-101/407, 7-25=-427/300, 8-23=-126/458, 8-21=-871/613, 10-21=-989/1527, 11-20=-689/490, 11-18=-74/302, 14-18=-361/482 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 37-8-13, Exterior(2E) 37-8-13 to 45-0-4, Interior(1) 45-0-4 to 58-9-0 zone;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. Continued on page 2 May 25,2021 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 2711493 Truss A24 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063281 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:47 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-HmMaQ_Ower_2lEk9L6iGCfZpD4uK5aKGwlhV1AzEZn6 NOTES- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 16=324, 19=1061, 28=1101. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A25 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063282 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:49 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-D9ULrgQAASFm?YuXSXkkI4e7GtZHZP7ZN3Ac62zEZn4 Scale = 1:114.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 41 42 43 44 45 46 47 48 49 50 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 6x8 6x8 6x8 3x8 3x4 4x12 4x4 4x6 5x6 3x4 4x6 3x4 3x10 2x4 7x8 4x4 4x4 4x4 4x8 2x4 4x4 4x8 7x10 7x10 4x8 4x8 4x6 6-8-3 6-8-3 10-4-0 3-7-13 15-7-10 5-3-10 20-11-3 5-3-10 26-8-0 5-8-13 32-4-13 5-8-13 39-8-12 7-3-15 44-10-0 5-1-4 45-0-0 0-2-0 45-1-0 0-1-0 50-6-0 5-5-0 56-2-0 5-8-0 58-9-0 2-7-0 -1-0-0 1-0-0 6-8-3 6-8-3 10-4-0 3-7-13 15-7-10 5-3-10 20-11-3 5-3-10 26-8-0 5-8-13 32-4-13 5-8-13 34-4-12 1-11-15 39-8-12 5-4-0 42-8-12 3-0-0 44-10-0 2-1-4 50-6-0 5-8-0 55-10-0 5-4-0 56-2-0 0-4-0 58-9-0 2-7-0 0-6-610-0-08-6-02-9-611-0-01-3-142-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [16:0-5-8,0-3-8], [23:0-2-12,0-3-8], [32:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.74 0.53 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.11 -0.03 (loc) 27 24-26 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 538 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 4-32: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-13 max.): 6-8, 9-10, 11-15, 14-19, 16-35. Except: 6-0-0 oc bracing: 14-16 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 4-0-0 oc bracing: 31-32 4-8-0 oc bracing: 21-23 WEBS 1 Row at midpt 6-29, 7-27, 8-26, 9-24, 11-23 JOINTS 1 Brace at Jt(s): 14, 16 REACTIONS.All bearings 0-8-0 except (jt=length) 18=Mechanical, 21=0-6-0. (lb) - Max Horz 2=785(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 18=-267(LC 12), 21=-1143(LC 12), 32=-1129(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 18=372(LC 18), 2=502(LC 17), 21=2615(LC 18), 32=2252(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-598/45, 3-4=-677/305, 4-5=-1388/615, 5-6=-1548/939, 6-7=-1488/1038, 7-8=-1488/1038, 8-9=-1447/928, 9-10=-587/314, 10-11=-679/288, 11-12=-617/707, 12-13=-613/709, 14-16=-245/594, 16-18=-344/618 BOT CHORD 2-33=-306/434, 32-33=-306/431, 31-32=-1777/1372, 4-31=-1675/1392, 29-30=-999/1242, 27-29=-1032/1322, 26-27=-957/1386, 24-26=-949/1352, 21-23=-2515/1739, 12-23=-311/289, 19-20=-417/297, 18-19=-447/286 WEBS 3-33=0/272, 3-32=-665/426, 4-30=-1125/1466, 5-30=-557/646, 5-29=-135/287, 6-27=-241/400, 7-27=-387/500, 8-27=-324/383, 9-24=-1159/858, 11-24=-909/1314, 11-23=-1635/1071, 13-23=-887/603, 13-20=-81/358, 16-20=-350/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2E) 32-4-13 to 34-4-12, Interior(1) 34-4-12 to 39-8-12, Exterior(2E) 39-8-12 to 42-8-12, Interior(1) 42-8-12 to 58-9-0 zone;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.Continued on page 2 May 25,2021 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 2711493 Truss A25 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063282 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:50 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-hL2j3?RoxmNdciTk0EFzqIBI0HvWIsMjcjw9eUzEZn3 NOTES- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 18, 1143 lb uplift at joint 21 and 1129 lb uplift at joint 32. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A26 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063283 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:52 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-ek9TUhS2SNdLs0c67fISvjGcz5aRmoa031PGjNzEZn1 Scale = 1:114.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 38 39 40 41 42 43 44 45 46 47 48 49 50 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 6x8 3x8 3x4 4x12 4x4 4x6 5x6 3x4 4x6 3x4 3x10 2x4 7x8 4x8 2x4 4x8 2x4 4x8 4x4 7x10 7x8 7x10 4x8 4x6 6-8-3 6-8-3 10-4-0 3-7-13 15-7-10 5-3-10 26-8-0 11-0-6 36-4-12 9-8-12 44-10-0 8-5-4 45-0-0 0-2-0 45-1-0 0-1-0 50-6-0 5-5-0 56-2-0 5-8-0 58-9-0 2-7-0 -1-0-0 1-0-0 6-8-3 6-8-3 10-4-0 3-7-13 15-7-10 5-3-10 20-11-3 5-3-10 26-8-0 5-8-13 32-4-13 5-8-13 36-4-12 3-11-15 40-7-6 4-2-10 44-10-0 4-2-10 50-6-0 5-8-0 55-10-0 5-4-0 56-2-0 0-4-0 58-9-0 2-7-0 0-6-69-0-02-9-611-0-01-3-142-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [12:0-4-0,0-4-8], [15:0-5-8,0-3-8], [22:0-2-12,0-3-8], [29:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.84 0.63 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.27 -0.03 (loc) 25-27 25-27 20 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 512 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 4-29: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-15 max.): 6-8, 9-14, 13-18, 15-32. Except: 6-0-0 oc bracing: 13-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 4-1-0 oc bracing: 28-29 4-5-0 oc bracing: 20-22 WEBS 1 Row at midpt 6-27, 7-25, 8-23, 10-22, 12-22 JOINTS 1 Brace at Jt(s): 13, 15 REACTIONS.All bearings 0-8-0 except (jt=length) 17=Mechanical, 20=0-6-0. (lb) - Max Horz 2=845(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 17=-239(LC 12), 20=-1187(LC 12), 29=-1146(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 17=276(LC 18), 2=513(LC 17), 20=2766(LC 18), 29=2231(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-673/76, 3-4=-754/336, 4-5=-1442/511, 5-6=-1513/795, 6-7=-1485/912, 7-8=-1485/912, 8-9=-1242/596, 9-10=-1088/448, 10-11=-662/859, 11-12=-657/863, 13-15=-244/590, 15-17=-225/575 BOT CHORD 2-30=-302/439, 29-30=-302/436, 28-29=-1759/1360, 4-28=-1714/1366, 25-27=-1021/1255, 23-25=-890/1297, 22-23=-358/420, 20-22=-2667/1677, 11-22=-318/299, 18-19=-367/197, 17-18=-408/192 WEBS 3-30=0/272, 3-29=-660/428, 4-27=-1094/1505, 5-27=-428/587, 6-25=-183/511, 7-25=-381/496, 8-25=-344/592, 8-23=-276/413, 9-23=-722/484, 10-23=-803/1490, 10-22=-1825/1119, 12-22=-1017/632, 12-19=-73/366, 15-19=-322/373 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2E) 32-4-13 to 36-4-12, Interior(1) 36-4-12 to 58-9-0 zone;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. Continued on page 2 May 25,2021 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 2711493 Truss A26 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063283 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:52 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-ek9TUhS2SNdLs0c67fISvjGcz5aRmoa031PGjNzEZn1 NOTES- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 17, 1187 lb uplift at joint 20 and 1146 lb uplift at joint 29. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A27 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063284 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:53 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-6wjsh1TgDhlCU9BIhNphSwpvcUwSVEL9Ih8pFpzEZn0 Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 26 25 24 23 22 21 20 19 18 17 16 15 14 13 30 31 32 33 34 35 36 37 38 39 40 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 6x8 6x8 4x6 5x8 3x6 4x6 3x4 3x4 2x4 7x8 4x4 4x4 4x4 2x4 4x8 4x4 4x4 4x4 7x10 5x6 4x6 6-8-3 6-8-3 10-4-0 3-7-13 10-8-0 0-4-0 15-9-10 5-1-10 20-11-3 5-1-10 26-8-0 5-8-13 32-4-13 5-8-13 38-4-12 5-11-15 46-7-0 8-2-4 46-11-0 0-4-0 50-1-0 3-2-0 -1-0-0 1-0-0 6-8-3 6-8-3 10-4-0 3-7-13 15-9-10 5-5-10 20-11-3 5-1-10 26-8-0 5-8-13 32-4-13 5-8-13 38-4-12 5-11-15 42-5-14 4-1-2 46-7-0 4-1-2 50-1-0 3-6-0 0-6-68-0-011-0-07-0-01-0-01-0-01-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [13:Edge,0-4-8], [16:0-3-0,0-3-0], [25:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.34 0.51 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.23 0.08 (loc) 17-18 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 431 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 11-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-6-5 max.): 6-8, 9-12. BOT CHORD Rigid ceiling directly applied. Except: 4-10-0 oc bracing: 24-25 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 12-13, 6-22, 7-20, 8-20, 9-18, 10-16 REACTIONS. (size)13=Mechanical, 2=0-8-0, 25=0-8-0 Max Horz 2=493(LC 12) Max Uplift 13=-774(LC 12), 2=-105(LC 12), 25=-1161(LC 12) Max Grav 13=1812(LC 18), 2=404(LC 17), 25=2660(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-375/92, 3-4=-437/402, 4-5=-1612/970, 5-6=-1903/1317, 6-7=-2038/1499, 7-8=-2038/1499, 8-9=-2403/1539, 9-10=-2708/1597, 10-11=-910/526, 11-12=-891/520, 12-13=-1778/1072 BOT CHORD 2-26=-227/318, 25-26=-227/314, 24-25=-2197/1472, 4-24=-2070/1483, 22-23=-1021/1509, 20-22=-1086/1718, 18-20=-1285/2079, 17-18=-1614/2728, 16-17=-1213/1962, 11-16=-225/261 WEBS 3-26=-7/294, 3-25=-672/422, 4-23=-1200/1886, 5-23=-750/672, 5-22=-183/450, 6-20=-458/805, 7-20=-363/457, 8-18=-243/813, 9-18=-892/449, 9-17=-746/651, 10-17=-671/1286, 10-16=-1655/1079, 12-16=-1122/1920 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2E) 32-4-13 to 38-4-12, Interior(1) 38-4-12 to 49-11-4 zone;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 774 lb uplift at joint 13, 105 lb uplift at joint 2 and 1161 lb uplift at joint 25. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 25,2021 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 2711493 Truss A28 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063285 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:56 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-WVP_J3VZWc7nLdwtMVMO4ZROHiyficFb_fNUr8zEZmz Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 25 24 23 22 21 20 19 18 17 16 15 14 13 12 29 30 31 32 33 34 35 36 37 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 6x8 6x8 4x6 5x8 3x6 4x6 3x4 3x4 2x4 7x8 4x4 4x4 4x4 2x4 4x8 4x4 2x4 7x10 5x6 4x6 6-8-3 6-8-3 10-4-0 3-7-13 10-8-0 0-4-0 15-9-10 5-1-10 20-11-3 5-1-10 26-8-0 5-8-13 32-4-13 5-8-13 40-4-12 7-11-15 46-7-0 6-2-4 46-11-0 0-4-0 50-1-0 3-2-0 -1-0-0 1-0-0 6-8-3 6-8-3 10-4-0 3-7-13 15-9-10 5-5-10 20-11-3 5-1-10 26-8-0 5-8-13 32-4-13 5-8-13 40-4-12 7-11-15 46-7-0 6-2-4 50-1-0 3-6-0 0-6-67-0-011-0-06-0-01-0-01-0-01-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [9:0-5-4,0-3-0], [12:Edge,0-4-8], [15:0-2-0,0-3-4], [24:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.44 0.54 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.27 0.08 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 419 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 10-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-0-7 max.): 6-8, 9-11. BOT CHORD Rigid ceiling directly applied. Except: 4-10-0 oc bracing: 23-24 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 11-12, 6-21, 7-19, 8-19, 9-17, 9-15 REACTIONS. (size)12=Mechanical, 2=0-8-0, 24=0-8-0 Max Horz 2=434(LC 12) Max Uplift 12=-770(LC 12), 2=-130(LC 12), 24=-1140(LC 12) Max Grav 12=1809(LC 18), 2=399(LC 21), 24=2654(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-381/116, 3-4=-384/428, 4-5=-1589/997, 5-6=-1867/1338, 6-7=-2040/1518, 7-8=-2040/1518, 8-9=-2460/1549, 9-10=-1112/670, 10-11=-1087/655, 11-12=-1753/1073 BOT CHORD 2-25=-211/311, 24-25=-211/307, 23-24=-2193/1454, 4-23=-2064/1464, 21-22=-983/1493, 19-21=-1043/1702, 17-19=-1253/2097, 16-17=-1746/2973, 15-16=-1743/2982, 10-15=-331/362 WEBS 3-25=-10/296, 3-24=-673/422, 4-22=-1179/1880, 5-22=-750/663, 5-21=-179/456, 6-19=-467/799, 7-19=-359/436, 8-17=-204/800, 9-17=-1020/571, 9-16=0/310, 9-15=-2263/1299, 11-15=-1218/2019 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2E) 32-4-13 to 40-4-12, Interior(1) 40-4-12 to 49-11-4 zone;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 770 lb uplift at joint 12, 130 lb uplift at joint 2 and 1140 lb uplift at joint 24. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A29 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063286 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:14:58 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-SuXlklXp2DNVax4GUwPs9_WgCVbXAUTuSzsav1zEZmx Scale = 1:90.6 1 2 3 4 5 6 7 8 9 10 11 12 26 24 23 22 21 20 19 18 17 16 15 14 13 30 31 32 33 34 35 36 25 37 38 39 40 41 42 7x8 6x8 6x8 6x8 6x8 4x6 3x4 3x4 4x6 5x6 3x4 3x10 7x8 4x4 7x10 4x4 4x4 4x8 4x4 5x8 7x10 5x6 6-8-3 6-8-3 10-4-8 3-8-5 13-2-0 2-9-8 20-1-0 6-11-0 21-1-0 1-0-0 26-8-0 5-7-0 32-4-13 5-8-13 42-4-12 9-11-15 46-7-0 4-2-4 46-11-0 0-4-0 50-1-0 3-2-0 -1-0-0 1-0-0 6-8-3 6-8-3 13-2-0 6-5-13 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 37-4-12 5-0-0 42-4-12 5-0-0 46-7-0 4-2-4 50-1-0 3-6-0 0-6-66-0-011-0-05-0-01-0-01-0-01-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [13:Edge,0-4-8], [16:0-6-4,0-4-0], [21:0-4-12,0-3-8], [24:0-3-12,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.67 0.71 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.43 0.13 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 431 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-23,11-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-6 max.): 6-8, 10-12. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 5-21 10-0-0 oc bracing: 21-23, 14-16 WEBS 1 Row at midpt 3-24, 4-24, 7-20, 7-18, 6-21 REACTIONS.All bearings 10-8-0 except (jt=length) 13=Mechanical, 25=0-3-8. (lb) - Max Horz 2=-401(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2 except 13=-802(LC 12), 2=-231(LC 24), 26=-1152(LC 12), 25=-151(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2 except 13=1932(LC 18), 26=2741(LC 17), 25=426(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-885/1226, 3-4=-1275/738, 4-5=-2302/1526, 5-6=-2288/1716, 6-7=-2277/1690, 7-8=-2368/1612, 8-9=-2671/1721, 9-10=-3914/2212, 10-11=-3384/1859, 11-12=-1592/926, 12-13=-1855/1115 BOT CHORD 2-26=-954/418, 25-26=-927/398, 24-25=-927/398, 5-21=-304/430, 20-21=-1189/2061, 18-20=-1380/2349, 17-18=-1640/2801, 16-17=-959/1634, 11-16=-1612/1004 WEBS 3-26=-2626/1726, 3-24=-1355/2232, 4-24=-1495/1142, 21-24=-784/1241, 4-21=-518/1079, 6-20=-433/806, 7-20=-442/425, 8-18=-427/880, 9-18=-848/609, 9-17=-414/1018, 10-17=-1937/1222, 11-17=-1151/2228, 12-16=-1390/2387, 6-21=-301/418 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2E) 32-4-13 to 42-4-12, Interior(1) 42-4-12 to 49-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=802, 2=231, 26=1152, 25=151, 2=231. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 25,2021 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 2711493 Truss A30 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063287 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:00 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-PGeV9QY3aqdCpEDfbLRKEPbynJGUeQFBvGLh_vzEZmv Scale = 1:93.8 1 2 3 4 5 6 7 8 9 10 11 12 26 25 24 23 22 21 20 19 18 17 16 15 14 13 30 31 32 33 34 35 36 37 38 39 40 41 7x8 ST1.5x8 STP 6x8 6x8 6x8 6x8 5x6 3x4 3x4 5x6 5x6 3x4 2x4 7x10 4x4 7x10 4x4 4x4 4x8 4x4 4x4 4x6 7x10 5x8 6-8-3 6-8-3 13-2-0 6-5-13 20-1-0 6-11-0 21-1-0 1-0-0 26-8-0 5-7-0 32-4-13 5-8-13 38-4-12 6-0-0 44-4-12 6-0-0 46-7-0 2-2-4 46-11-0 0-4-0 50-1-0 3-2-0 -1-0-0 1-0-0 6-8-3 6-8-3 13-2-0 6-5-13 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 38-4-12 6-0-0 44-4-12 6-0-0 46-7-0 2-2-4 50-1-0 3-6-0 0-6-65-0-011-0-05-0-02-0-011-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-0,Edge], [3:0-4-0,0-4-8], [13:Edge,0-4-8], [16:0-6-12,0-4-8], [22:0-4-8,0-3-8], [25:0-4-12,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.92 0.74 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.55 0.34 (loc) 23 21-22 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 433 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-24,11-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 22-25,12-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-9 max.): 6-8, 10-12. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 5-22 10-0-0 oc bracing: 22-24, 14-16 WEBS 1 Row at midpt 22-25, 6-21, 7-21, 7-19, 9-19, 6-22 REACTIONS. (size)13=Mechanical, 2=0-8-0 Max Horz 2=-422(LC 10) Max Uplift 13=-982(LC 12), 2=-1045(LC 12) Max Grav 13=2304(LC 18), 2=2529(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4757/2569, 3-4=-4099/2401, 4-5=-4151/2615, 5-6=-4050/2754, 6-7=-3466/2401, 7-8=-3103/2239, 8-9=-3492/2369, 9-10=-4238/2664, 10-11=-4339/2597, 11-12=-2778/1650, 12-13=-2230/1354 BOT CHORD 2-26=-2581/4489, 25-26=-2582/4486, 5-22=-123/320, 21-22=-2018/3587, 19-21=-2030/3559, 18-19=-2288/3736, 17-18=-2669/4442, 16-17=-1722/2894, 11-16=-1609/1026 WEBS 3-25=-754/489, 4-25=-508/560, 22-25=-2263/3869, 6-21=-204/350, 7-21=-136/361, 7-19=-744/435, 8-19=-663/1277, 9-19=-1044/750, 9-18=-97/544, 10-18=-767/418, 10-17=-1798/1258, 11-17=-1280/2106, 12-16=-2070/3485, 6-22=-952/1543 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 49-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=982, 2=1045. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 25,2021 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 2711493 Truss A31 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063288 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:01 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-tTCtNmZiL8l3ROor92yZnc8DMjavNruK8w4FWMzEZmu Scale = 1:93.8 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 39 40 7x8 ST1.5x8 STP 6x8 6x8 6x8 6x8 5x6 3x4 3x4 5x6 3x4 3x4 2x4 7x10 4x4 7x10 4x4 4x4 4x8 4x4 4x4 5x8 8x12 6-8-3 6-8-3 13-2-0 6-5-13 20-1-0 6-11-0 21-1-0 1-0-0 26-8-0 5-7-0 32-4-13 5-8-13 39-4-12 7-0-0 46-7-0 7-2-4 46-11-0 0-4-0 50-1-0 3-2-0 -1-0-0 1-0-0 6-8-3 6-8-3 13-2-0 6-5-13 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 39-4-12 7-0-0 46-4-12 7-0-0 50-1-0 3-8-4 0-6-64-0-011-0-04-0-02-0-011-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-0,Edge], [3:0-4-0,0-4-8], [12:0-3-4,0-2-12], [13:Edge,0-4-8], [16:0-3-12,0-4-0], [21:0-4-8,0-3-8], [24:0-4-12,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.54 0.86 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.56 0.38 (loc) 22 20-21 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 425 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-23,11-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 21-24,12-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-7 max.): 6-8, 10-12. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 5-21 10-0-0 oc bracing: 21-23, 14-16 WEBS 1 Row at midpt 21-24, 6-20, 7-20, 7-18, 9-18, 6-21 REACTIONS. (size)13=Mechanical, 2=0-8-0 Max Horz 2=-442(LC 10) Max Uplift 13=-977(LC 12), 2=-1050(LC 12) Max Grav 13=2338(LC 18), 2=2524(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4748/2575, 3-4=-4089/2407, 4-5=-4144/2605, 5-6=-4042/2744, 6-7=-3455/2395, 7-8=-3123/2248, 8-9=-3524/2360, 9-10=-4449/2734, 10-11=-4021/2289, 11-12=-3887/2254, 12-13=-2236/1320 BOT CHORD 2-25=-2525/4496, 24-25=-2526/4493, 5-21=-123/319, 20-21=-1949/3596, 18-20=-1961/3565, 17-18=-2346/3918, 16-17=-2881/4897 WEBS 3-24=-755/489, 4-24=-510/544, 21-24=-2206/3876, 6-20=-211/353, 7-20=-140/362, 7-18=-744/427, 8-18=-632/1263, 9-18=-1171/817, 9-17=-33/511, 10-17=-1003/569, 12-16=-2545/4387, 6-21=-945/1544, 10-16=-2207/1493 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 49-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=977, 2=1050. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A32 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063289 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:03 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-prKdnSbytl?ngiyDHT_1s1DZMWG1rlodbEZLbEzEZms Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 26 25 24 23 22 21 20 19 18 17 16 15 14 13 30 31 32 33 34 35 36 37 38 39 40 41 7x8 ST1.5x8 STP 6x8 6x8 7x8 8x10 5x12 4x6 3x4 3x4 5x6 5x6 3x4 2x4 7x10 4x4 7x10 4x4 4x4 4x8 4x4 7x10 5x8 5x6 6-8-3 6-8-3 13-2-0 6-5-13 20-1-0 6-11-0 21-1-0 1-0-0 26-8-0 5-7-0 32-4-13 5-8-13 40-2-0 7-9-3 46-7-0 6-5-0 46-11-0 0-4-0 48-4-12 1-5-12 50-1-0 1-8-4 -1-0-0 1-0-0 6-8-3 6-8-3 13-2-0 6-5-13 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 40-2-0 7-9-3 46-7-0 6-5-0 48-4-12 1-9-12 50-1-0 1-8-4 0-6-611-0-03-0-02-0-011-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [3:0-4-0,0-4-8], [9:0-4-0,0-4-8], [17:0-5-12,0-3-4], [22:0-4-8,0-3-8], [25:0-4-12,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.58 0.88 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.56 0.41 (loc) 23 21-22 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 425 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-24,10-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-13: 2x6 SP No.2, 22-25,11-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-1 max.): 6-8, 11-12. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 5-22 10-0-0 oc bracing: 22-24, 15-17 WEBS 1 Row at midpt 22-25, 6-21, 7-21, 7-19, 9-19, 6-22 REACTIONS. (size)13=Mechanical, 2=0-8-0 Max Horz 2=-463(LC 10) Max Uplift 13=-972(LC 12), 2=-1052(LC 12) Max Grav 13=2370(LC 18), 2=2518(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4734/2578, 3-4=-4075/2408, 4-5=-4131/2589, 5-6=-4029/2728, 6-7=-3438/2381, 7-8=-3122/2243, 8-9=-3527/2338, 9-10=-4562/2778, 10-11=-5438/3120, 11-12=-965/543, 12-13=-1999/1145 BOT CHORD 2-26=-2464/4499, 25-26=-2465/4497, 5-22=-124/319, 21-22=-1874/3600, 19-21=-1886/3564, 18-19=-2350/4002, 17-18=-2874/5046, 15-17=-132/289 WEBS 3-25=-755/490, 4-25=-511/526, 22-25=-2144/3880, 6-21=-218/349, 7-21=-144/363, 7-19=-743/423, 8-19=-593/1244, 9-19=-1236/859, 9-18=-15/495, 10-18=-1055/559, 14-17=-908/1654, 11-17=-2367/4094, 11-14=-3383/1942, 12-14=-948/1691, 6-22=-936/1545 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 49-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=972, 2=1052. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 25,2021 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 2711493 Truss A33 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063290 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:05 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-lESOC8cCPNGVw?6cOu1VxSIvZKyoJfMw3Y2Sf7zEZmq Scale = 1:93.7 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 12 28 29 30 31 32 33 34 35 7x8 ST1.5x8 STP 6x8 6x8 7x8 4x6 3x4 3x4 5x6 5x8 3x4 2x4 7x10 4x4 7x10 4x4 4x4 4x8 4x4 6x8 7x10 7x8 6-8-3 6-8-3 13-2-0 6-5-13 20-1-0 6-11-0 21-1-0 1-0-0 26-8-0 5-7-0 32-4-13 5-8-13 40-2-0 7-9-3 46-7-0 6-5-0 46-11-0 0-4-0 50-1-0 3-2-0 -1-0-0 1-0-0 6-8-3 6-8-3 13-2-0 6-5-13 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 40-2-0 7-9-3 46-7-0 6-5-0 49-7-8 3-0-8 50-1-0 0-5-8 0-6-611-0-02-1-142-0-011-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [3:0-4-0,0-4-8], [9:0-4-0,0-4-8], [11:0-2-12,0-2-4], [12:0-3-12,0-4-8], [15:0-5-12,0-3-4], [20:0-4-8,0-3-8], [23:0-4-12,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.53 0.86 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.57 0.41 (loc) 21 19-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 421 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-22,10-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 20-23,11-15: 2x4 SP No.2, 11-12: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-1 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 5-20 10-0-0 oc bracing: 20-22, 13-15 WEBS 1 Row at midpt 20-23, 6-19, 7-19, 7-17, 9-17, 6-20 REACTIONS. (size)2=0-8-0, 12=Mechanical Max Horz 2=-479(LC 10) Max Uplift 2=-1054(LC 12), 12=-970(LC 12) Max Grav 2=2517(LC 17), 12=2397(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4732/2449, 3-4=-4073/2246, 4-5=-4132/2350, 5-6=-4030/2455, 6-7=-3439/2163, 7-8=-3122/2004, 8-9=-3528/2106, 9-10=-4565/2508, 10-11=-5501/2960, 11-12=-2344/1272 BOT CHORD 2-24=-2207/4509, 23-24=-2208/4507, 19-20=-1540/3612, 17-19=-1560/3575, 16-17=-2046/3992, 15-16=-2658/4991, 10-15=-99/487 WEBS 3-23=-755/494, 4-23=-514/407, 20-23=-1832/3890, 6-19=-219/351, 7-19=-145/363, 7-17=-744/322, 8-17=-557/1247, 9-17=-1243/793, 9-16=-32/484, 10-16=-1008/666, 6-20=-800/1546, 11-15=-2494/4640 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 49-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1054, 12=970. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A34 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063291 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:07 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-hdZ8dpeTw_WD9JG?WJ3z0tOF28dGnYsDWsXZk?zEZmo Scale = 1:93.7 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 12 28 29 30 31 32 33 34 35 7x8 ST1.5x8 STP 6x8 6x8 7x8 4x6 3x4 3x4 5x6 5x8 3x4 2x4 7x10 4x4 7x10 4x4 4x4 4x8 4x4 6x8 7x10 7x8 6-8-3 6-8-3 13-2-0 6-5-13 20-1-0 6-11-0 21-1-0 1-0-0 26-8-0 5-7-0 32-4-13 5-8-13 40-2-0 7-9-3 46-7-0 6-5-0 46-11-0 0-4-0 50-1-0 3-2-0 -1-0-0 1-0-0 6-8-3 6-8-3 13-2-0 6-5-13 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 40-2-0 7-9-3 46-7-0 6-5-0 50-1-0 3-6-0 0-6-611-0-02-1-142-0-011-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [3:0-4-0,0-4-8], [9:0-4-0,0-4-8], [11:0-2-12,0-2-4], [12:0-3-12,0-4-8], [15:0-5-12,0-3-4], [20:0-4-8,0-3-8], [23:0-4-12,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.53 0.86 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.57 0.41 (loc) 21 19-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 421 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-22,10-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 20-23,11-15: 2x4 SP No.2, 11-12: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-1 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 5-20 10-0-0 oc bracing: 20-22, 13-15 WEBS 1 Row at midpt 20-23, 6-19, 7-19, 7-17, 9-17, 6-20 REACTIONS. (size)2=0-8-0, 12=Mechanical Max Horz 2=-479(LC 10) Max Uplift 2=-1054(LC 12), 12=-970(LC 12) Max Grav 2=2517(LC 17), 12=2397(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4732/2449, 3-4=-4073/2246, 4-5=-4132/2350, 5-6=-4030/2455, 6-7=-3439/2163, 7-8=-3122/2004, 8-9=-3528/2106, 9-10=-4565/2508, 10-11=-5501/2960, 11-12=-2344/1272 BOT CHORD 2-24=-2207/4510, 23-24=-2208/4507, 19-20=-1540/3612, 17-19=-1560/3575, 16-17=-2046/3992, 15-16=-2658/4991, 10-15=-99/487 WEBS 3-23=-755/494, 4-23=-514/407, 20-23=-1832/3890, 6-19=-219/351, 7-19=-145/363, 7-17=-744/322, 8-17=-557/1247, 9-17=-1243/793, 9-16=-32/484, 10-16=-1008/666, 11-15=-2494/4640, 6-20=-800/1546 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 49-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1054, 12=970. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A35 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063292 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:09 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-e?hv2VfjSbmxOdPNdk5R5ITf4xJsFTsWzA0gouzEZmm Scale = 1:99.0 1 2 3 4 5 6 7 8 9 10 1112 22 21 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 39 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 4x6 3x8 2x4 6x8 4x4 3x6 4x8 2x4 3x6 4x4 3x6 6x8 2x4 4x8 4x6 3x8 7-9-0 7-9-0 15-3-0 7-6-0 15-4-0 0-1-0 20-11-3 5-7-3 26-8-0 5-8-13 32-4-13 5-8-13 40-10-6 8-5-10 49-4-0 8-5-10 53-4-0 4-0-0 -1-0-0 1-0-0 7-9-0 7-9-0 15-4-0 7-7-0 20-11-3 5-7-3 26-8-0 5-8-13 32-4-13 5-8-13 38-0-9 5-7-12 43-8-4 5-7-12 49-4-0 5-7-12 53-4-0 4-0-0 54-4-0 1-0-0 0-6-611-0-00-6-611-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [5:0-5-4,0-3-0], [7:0-5-4,0-3-0], [9:0-4-0,0-4-8], [13:0-3-8,0-3-0], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.30 0.85 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.36 0.06 (loc) 14-16 14-16 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 391 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, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-20, 4-20, 5-19, 5-17, 6-17, 7-17, 8-16, 9-13 REACTIONS.All bearings 0-8-0 except (jt=length) 20=0-6-0. (lb) - Max Horz 2=-531(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11 except 2=-355(LC 12), 20=-1005(LC 12), 13=-803(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11 except 2=614(LC 17), 20=2734(LC 17), 13=2134(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-653/431, 3-4=-178/533, 4-5=-825/708, 5-6=-1145/962, 6-7=-1145/962, 7-8=-1566/1073, 8-9=-1920/1127, 10-11=-143/252 BOT CHORD 2-22=-202/781, 20-22=-203/778, 19-20=-346/380, 17-19=0/638, 16-17=-288/1170, 14-16=-559/1471, 13-14=-620/1423 WEBS 3-22=0/315, 3-20=-1036/635, 4-20=-1976/1110, 4-19=-532/1324, 5-19=-825/493, 5-17=-564/1059, 6-17=-373/394, 7-17=-485/190, 7-16=-285/769, 8-16=-550/462, 9-14=0/317, 9-13=-2149/1083, 10-13=-457/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 54-4-0 zone;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) 11 except (jt=lb) 2=355, 20=1005, 13=803. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A36 Truss Type Piggyback Base Qty 4 Ply 1 Job Reference (optional) T24063293 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:10 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-6BFHFrgLDvuo0n_aBRcgeW0pALm1_vKfCqmDLKzEZml Scale = 1:99.0 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 4x6 4x6 2x4 7x8 4x8 4x4 4x8 2x4 4x4 4x4 4x4 5x6 2x4 4x6 4x6 4x6 2-5-0 2-5-0 2-8-0 0-3-0 7-11-0 5-3-0 13-0-0 5-1-0 13-4-0 0-4-0 15-3-0 1-11-0 15-4-0 0-1-0 20-11-3 5-7-3 26-8-0 5-8-13 32-4-13 5-8-13 40-10-6 8-5-10 49-4-0 8-5-10 53-4-0 4-0-0 -1-0-0 1-0-0 2-8-0 2-8-0 7-11-0 5-3-0 13-2-0 5-3-0 15-4-0 2-2-0 20-11-3 5-7-3 26-8-0 5-8-13 32-4-13 5-8-13 38-0-9 5-7-12 43-8-4 5-7-12 49-4-0 5-7-12 53-4-0 4-0-0 54-4-0 1-0-0 0-6-611-0-00-6-611-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [5:0-5-4,0-3-0], [7:0-5-4,0-3-0], [9:0-4-0,0-4-8], [13:0-3-0,0-3-8], [20:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.28 0.41 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.17 0.04 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 439 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-20: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-20, 4-20, 5-19, 5-18, 6-18, 7-18, 8-16, 9-13 REACTIONS.All bearings 0-8-0 except (jt=length) 20=0-6-0. (lb) - Max Horz 2=-531(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-327(LC 12), 20=-1047(LC 12), 13=-772(LC 12), 11=-116(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11 except 2=613(LC 17), 20=2742(LC 17), 13=2032(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-611/362, 3-4=-143/537, 4-5=-813/667, 5-6=-1144/935, 6-7=-1144/935, 7-8=-1577/1055, 8-9=-1969/1125 BOT CHORD 2-22=-182/764, 20-22=-183/760, 19-20=-378/446, 18-19=0/644, 16-18=-272/1190, 14-16=-552/1499, 13-14=-634/1496 WEBS 3-22=0/328, 3-20=-1026/630, 4-20=-1982/1152, 4-19=-579/1337, 5-19=-828/526, 5-18=-581/1072, 6-18=-373/394, 7-18=-507/214, 7-16=-297/792, 8-16=-576/472, 9-14=0/265, 9-13=-2006/1024, 10-13=-436/446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 54-4-0 zone;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 327 lb uplift at joint 2, 1047 lb uplift at joint 20, 772 lb uplift at joint 13 and 116 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A37 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063294 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:11 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-aOpfTBhz_D0fewZml88vBjY_xl52jPvpRUVmtnzEZmk Scale = 1:100.1 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 31 32 33 34 35 36 37 38 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 4x6 4x6 3x4 3x4 7x10 5x6 3x10 4x6 2x4 6x8 4x4 4x8 4x4 4x4 7x10 2x4 2x4 7-9-0 7-9-0 15-3-0 7-6-0 15-4-0 0-1-0 20-11-3 5-7-3 26-8-0 5-8-13 28-3-12 1-7-12 29-3-12 1-0-0 32-4-13 3-1-1 39-0-0 6-7-3 39-4-0 0-4-0 46-1-0 6-9-0 53-4-0 7-3-0 -1-0-0 1-0-0 7-9-0 7-9-0 15-4-0 7-7-0 20-11-3 5-7-3 29-3-12 8-4-9 32-4-13 3-1-1 39-0-0 6-7-3 46-1-0 7-1-0 53-4-0 7-3-0 54-4-0 1-0-0 0-6-611-0-00-6-62-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [5:0-5-4,0-3-0], [7:0-5-4,0-3-0], [9:0-4-0,0-4-8], [14:0-5-12,0-4-0], [16:0-4-12,0-3-8], [20:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.28 0.49 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.02 (loc) 17 17 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 443 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-18,8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 6-16 4-0-0 oc bracing: 13-14 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 3-20, 4-20, 5-19, 7-15 REACTIONS.All bearings 0-8-0 except (jt=length) 20=0-6-0. (lb) - Max Horz 2=-531(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-349(LC 12), 13=-682(LC 12), 10=-372(LC 12), 20=-828(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=651(LC 17), 13=1970(LC 18), 10=730(LC 18), 20=2267(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-700/427, 3-4=-178/453, 4-5=-545/559, 5-6=-753/664, 6-7=-754/664, 7-8=-816/588, 8-9=0/260, 9-10=-809/505 BOT CHORD 2-22=-198/856, 20-22=-199/853, 19-20=-307/394, 6-16=-373/387, 15-16=0/672, 14-15=-220/349, 13-14=-1879/971, 8-14=-1359/818, 10-12=-240/646 WEBS 3-22=0/325, 3-20=-1033/635, 4-20=-1503/898, 4-19=-309/889, 5-19=-699/237, 16-19=-49/480, 5-16=-201/646, 7-16=-111/263, 7-15=-264/205, 8-15=-222/894, 12-14=-256/686, 9-14=-896/604 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 54-4-0 zone;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 349 lb uplift at joint 2, 682 lb uplift at joint 13, 372 lb uplift at joint 10 and 828 lb uplift at joint 20. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 25,2021 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 2711493 Truss A38 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063295 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:13 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-WmxPutiDWqGMtEj8sZANG8eJWYjqBJx5uo_txfzEZmi Scale = 1:100.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 4x6 5x8 3x6 4x6 5x6 4x6 4x6 7x8 2x4 4x4 4x4 4x8 2x4 4x4 4x4 7x10 8-4-0 8-4-0 13-2-0 4-10-0 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 39-4-0 6-11-3 46-3-0 6-11-0 53-4-0 7-1-0 -1-0-0 1-0-0 4-3-0 4-3-0 8-4-0 4-1-0 13-2-0 4-10-0 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 39-4-0 6-11-3 46-3-0 6-11-0 53-4-0 7-1-0 54-4-0 1-0-0 0-6-611-0-00-6-62-0-011-0-06.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [10:0-4-0,0-4-8], [14:0-4-8,0-0-0], [15:0-5-12,0-4-0], [22:0-4-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.34 0.66 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.02 (loc) 19-20 19-20 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 422 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 3-8-0 oc bracing: 14-15 5-4-0 oc bracing: 21-22 WEBS 1 Row at midpt 5-19, 6-17, 7-17, 8-16 REACTIONS.All bearings 0-8-0. (lb) - Max Horz 2=531(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-286(LC 12), 14=-870(LC 12), 11=-376(LC 12), 22=-731(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=452(LC 18), 14=2257(LC 18), 11=747(LC 18), 22=2169(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-585/404, 3-4=-490/482, 4-5=-1500/989, 5-6=-1525/1051, 6-7=-1241/1039, 7-8=-1241/1039, 8-9=-1130/821, 10-11=-862/524 BOT CHORD 2-22=-210/393, 21-22=-1846/905, 4-21=-1755/909, 19-20=-512/1586, 17-19=-296/1504, 16-17=-71/1013, 15-16=-175/329, 14-15=-2160/1194, 9-15=-1642/1044, 11-13=-263/696 WEBS 3-22=-430/327, 4-20=-678/1678, 5-20=-427/369, 5-19=-137/252, 6-19=-50/349, 7-17=-355/354, 8-17=-396/716, 8-16=-426/338, 9-16=-464/1229, 13-15=-281/735, 10-15=-890/603 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 54-4-0 zone;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 286 lb uplift at joint 2, 870 lb uplift at joint 14, 376 lb uplift at joint 11 and 731 lb uplift at joint 22. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A39 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063296 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:14 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-_zUo5DjsH8ODVOILQHhcoMAUIy8KwnsF7SkRU5zEZmh Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 28 29 30 31 32 33 34 35 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 4x6 5x8 3x6 4x6 5x8 3x10 4x6 7x8 2x4 4x4 4x4 2x4 4x8 4x4 4x4 7x10 8-4-0 8-4-0 13-2-0 4-10-0 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 39-4-0 6-11-3 46-3-0 6-11-0 52-9-0 6-6-0 -1-0-0 1-0-0 4-3-0 4-3-0 8-4-0 4-1-0 13-2-0 4-10-0 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 39-4-0 6-11-3 46-3-0 6-11-0 52-9-0 6-6-0 0-6-611-0-00-9-142-0-011-0-06.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [10:0-4-0,0-4-8], [14:0-8-0,0-4-4], [21:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.34 0.32 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.02 (loc) 18-19 18-19 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 421 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 5-0-0 oc bracing: 13-14 5-5-0 oc bracing: 20-21 WEBS 1 Row at midpt 5-18, 6-16, 7-16, 8-15 REACTIONS.All bearings 0-8-0 except (jt=length) 11=Mechanical. (lb) - Max Horz 2=515(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-257(LC 12), 13=-885(LC 12), 11=-256(LC 12), 21=-759(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=448(LC 18), 13=2246(LC 18), 11=633(LC 18), 21=2157(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-578/363, 3-4=-476/458, 4-5=-1507/960, 5-6=-1526/1035, 6-7=-1241/1025, 7-8=-1241/1025, 8-9=-1131/806, 10-11=-772/448 BOT CHORD 2-21=-218/394, 20-21=-1833/937, 4-20=-1743/941, 18-19=-561/1576, 16-18=-357/1488, 15-16=-109/993, 14-15=-172/286, 13-14=-2137/1205, 9-14=-1660/1074, 11-12=-272/602 WEBS 3-21=-429/329, 4-19=-713/1663, 5-19=-421/382, 6-18=-43/352, 7-16=-355/354, 8-16=-396/722, 8-15=-429/343, 9-15=-482/1245, 12-14=-287/618, 10-14=-810/576 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 52-9-0 zone;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 257 lb uplift at joint 2, 885 lb uplift at joint 13, 256 lb uplift at joint 11 and 759 lb uplift at joint 21. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A40 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063297 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:16 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-xLcYWul6plexkiSjXij4unGpdmqROeVYamDXY_zEZmf Scale = 1:98.8 1 2 3 4 5 6 7 8 9 10 11 12 26 25 24 23 22 21 20 19 18 17 16 15 14 13 30 31 32 33 34 35 36 37 38 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 6x8 3x4 4x6 5x8 3x6 4x6 4x6 7x8 2x4 4x4 4x4 2x4 4x8 2x4 6x8 4x8 4x8 7x8 4x4 5x6 8-4-0 8-4-0 13-2-0 4-10-0 20-11-3 7-9-3 26-8-0 5-8-13 31-7-4 4-11-4 32-4-13 0-9-9 38-3-6 5-10-10 44-1-0 5-9-10 44-2-0 0-1-0 50-4-12 6-2-12 52-9-0 2-4-4 -1-0-0 1-0-0 4-3-0 4-3-0 8-4-0 4-1-0 13-2-0 4-10-0 20-11-3 7-9-3 26-8-0 5-8-13 31-7-4 4-11-4 32-4-13 0-9-9 38-3-6 5-10-10 44-2-0 5-10-10 50-4-12 6-2-12 52-9-0 2-4-4 0-6-611-0-02-0-011-0-06.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [9:0-4-0,0-4-8], [15:0-4-0,0-4-12], [20:0-5-8,0-3-0], [26:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.41 0.35 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.13 0.04 (loc) 21 23-24 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 439 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 10-15: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-8-15 max.): 6-8, 11-12. BOT CHORD Rigid ceiling directly applied. Except: 5-2-0 oc bracing: 25-26 WEBS 1 Row at midpt 5-23, 7-21, 8-18, 9-17 REACTIONS.All bearings 0-8-0 except (jt=length) 13=Mechanical, 15=0-6-0. (lb) - Max Horz 2=-484(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13 except 2=-219(LC 12), 26=-860(LC 12), 15=-1037(LC 12) Max Grav All reactions 250 lb or less at joint(s) 13 except 2=425(LC 18), 26=2326(LC 17), 15=2573(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-526/306, 3-4=-431/443, 4-5=-1696/1110, 5-6=-1799/1282, 6-7=-1634/1343, 7-8=-1634/1343, 8-9=-1648/1229, 9-10=-1070/770, 10-11=-308/589 BOT CHORD 2-26=-204/369, 25-26=-2006/1189, 4-25=-1911/1189, 23-24=-895/1726, 21-23=-739/1712, 20-21=-560/1418, 15-17=-484/349 WEBS 3-26=-426/328, 4-24=-1078/1861, 5-24=-500/528, 6-23=-19/304, 6-21=-196/288, 7-21=-358/436, 8-21=-373/573, 9-20=-313/820, 9-17=-1078/801, 10-17=-931/1639, 10-15=-2182/1443, 11-15=-587/326, 17-20=-410/853 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 52-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 2=219, 26=860, 15=1037. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A41 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 Job Reference (optional) T24063298 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:18 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-tkkIxamMLMufz?c6f7mYzCLDgZY9shWq24iedtzEZmd Scale = 1:109.6 1 2 3 4 5 6 7 8 9 10 11 12 13 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 34 35 36 37 38 39 40 41 42 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 6x8 3x4 4x4 4x6 5x8 3x6 4x6 2x4 2x4 4x6 6x8 2x4 4x4 4x4 4x8 2x4 2x4 6x8 4x8 4x4 4x4 4x4 2x4 4x8 8-4-0 8-4-0 13-2-0 4-10-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 38-3-6 5-10-10 44-1-0 5-9-10 44-2-0 0-1-0 48-4-12 4-2-12 53-5-2 5-0-6 58-9-0 5-3-14 -1-0-0 1-0-0 4-3-0 4-3-0 8-4-0 4-1-0 13-2-0 4-10-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 38-3-6 5-10-10 44-2-0 5-10-10 48-4-12 4-2-12 53-5-2 5-0-6 58-9-0 5-3-14 0-6-611-0-03-0-02-0-011-0-06.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [9:0-4-0,0-4-8], [22:0-5-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.19 0.20 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.02 (loc) 21 21 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 971 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 29-30: 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, and 2-0-0 oc purlins (6-0-0 max.): 6-8, 11-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 26-27,17-19,16-17. 6-0-0 oc bracing: 27-28 REACTIONS.All bearings 0-8-0 except (jt=length) 14=Mechanical, 17=0-6-0. (lb) - Max Horz 2=-463(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 14=-367(LC 5), 2=-194(LC 25), 28=-892(LC 25), 17=-1191(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 14=701(LC 30), 2=414(LC 14), 28=2351(LC 13), 17=2921(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-497/209, 3-4=-398/430, 4-5=-1741/768, 5-6=-1849/886, 6-7=-1703/929, 7-8=-1703/929, 8-9=-1747/843, 9-10=-1095/550, 10-11=-330/786 BOT CHORD 2-28=-174/361, 27-28=-2032/818, 4-27=-1943/826, 24-26=-528/1755, 23-24=-409/1736, 22-23=-345/1484, 17-19=-668/339, 15-16=-445/777, 14-15=-445/777 WEBS 3-28=-430/256, 4-26=-664/1927, 5-26=-518/358, 6-24=0/306, 6-23=-115/339, 7-23=-376/297, 8-23=-221/573, 20-22=0/283, 9-22=-126/919, 9-19=-1221/556, 10-19=-657/1831, 10-17=-2286/1029, 11-17=-793/406, 11-16=-171/532, 12-16=-851/448, 12-15=0/324, 12-14=-817/473, 19-22=-295/908 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 367 lb uplift at joint 14, 194 lb uplift at joint 2, 892 lb uplift at joint 28 and 1191 lb uplift at joint 17.Continued on page 2 May 25,2021 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 2711493 Truss A41 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 Job Reference (optional) T24063298 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:19 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-LwIh8wn_6g0Wb9AIDqHnVPuOPztOb8m_HkRB9JzEZmc NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 180 lb down and 165 lb up at 54-11-4, and 180 lb down and 165 lb up at 56-11-4 on top chord, and 105 lb down and 106 lb up at 52-10-8, and 54 lb down at 54-11-4, and 54 lb down at 56-11-4 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: 1-6=-60, 6-8=-60, 8-11=-60, 11-13=-60, 28-31=-20, 22-27=-20, 14-21=-20 Concentrated Loads (lb) Vert: 36=-79(F) 37=-79(F) 40=-105(F) 41=-41(F) 42=-41(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 2711493 Truss A42 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063299 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:20 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-p7s3MGocs_8NDJlVmXo02dQVfNBPKRb7VOBlhlzEZmb Scale = 1:107.6 1 2 3 4 5 6 7 8 9 10 11 12 13 30 29 28 27 26 25 23 22 24 21 20 19 18 17 16 15 14 34 35 36 37 38 39 40 41 42 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 6x8 3x4 4x4 4x6 5x8 3x6 4x6 3x4 3x4 4x6 7x8 2x4 4x4 4x4 4x8 2x4 2x4 6x8 4x4 5x8 4x8 7x8 4x4 2x4 4x8 8-4-0 8-4-0 13-2-0 4-10-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 38-3-6 5-10-10 44-1-0 5-9-10 44-2-0 0-1-0 46-4-12 2-2-12 52-5-2 6-0-6 58-9-0 6-3-14 -1-0-0 1-0-0 4-3-0 4-3-0 8-4-0 4-1-0 13-2-0 4-10-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 38-3-6 5-10-10 44-2-0 5-10-10 46-4-12 2-2-12 52-5-2 6-0-6 58-9-0 6-3-14 0-6-64-0-011-0-04-0-02-0-011-0-06.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [17:0-4-0,0-4-12], [22:0-5-8,0-3-0], [30:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.41 0.34 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.13 0.05 (loc) 24 26-28 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 496 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 21-23: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-9-8 max.): 6-8, 11-13. BOT CHORD Rigid ceiling directly applied. Except: 5-2-0 oc bracing: 29-30 WEBS 1 Row at midpt 7-25, 8-20, 9-19 REACTIONS.All bearings 0-8-0 except (jt=length) 14=Mechanical, 17=0-6-0. (lb) - Max Horz 2=-442(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 14=-228(LC 9), 2=-163(LC 12), 30=-915(LC 12), 17=-1098(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 14=441(LC 24), 2=406(LC 18), 30=2298(LC 17), 17=2661(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-484/183, 3-4=-374/401, 4-5=-1693/1054, 5-6=-1783/1249, 6-7=-1609/1321, 7-8=-1609/1321, 8-9=-1631/1197, 9-10=-1019/708, 10-11=-355/610, 11-12=-208/253 BOT CHORD 2-30=-218/366, 29-30=-1977/1243, 4-29=-1883/1242, 26-28=-969/1691, 25-26=-834/1667, 23-25=-646/1365, 22-23=-624/1360, 17-19=-520/337, 16-17=-268/214, 15-16=-224/391, 14-15=-224/391 WEBS 3-30=-425/332, 4-28=-1137/1829, 5-28=-488/550, 6-26=-3/312, 6-25=-202/279, 7-25=-359/437, 8-25=-389/564, 20-22=0/255, 9-22=-344/835, 9-19=-1133/852, 10-19=-987/1694, 10-17=-2065/1357, 11-17=-473/261, 11-16=-189/474, 12-16=-729/479, 12-15=0/270, 12-14=-421/245, 19-22=-459/842 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 58-7-4 zone;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 228 lb uplift at joint 14, 163 lb uplift at joint 2, 915 lb uplift at joint 30 and 1098 lb uplift at joint 17. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 May 25,2021 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 2711493 Truss A42 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063299 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:20 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-p7s3MGocs_8NDJlVmXo02dQVfNBPKRb7VOBlhlzEZmb NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A43 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063300 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:22 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-lVzpnyptObP5SdvtuyqU72VrABpZoP7QzigsmezEZmZ Scale = 1:104.3 1 2 3 4 5 6 7 8 9 10 11 12 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 33 34 35 36 37 38 39 40 41 42 7x8 6x8 6x8 7x10 3x4 4x6 5x8 3x6 4x8 2x4 2x4 3x8 6x8 2x4 3x6 3x6 2x4 5x8 4x4 5x8 3x6 2x4 5x6 3x8 3x8 2x4 8-4-0 8-4-0 13-2-0 4-10-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 38-4-12 6-0-0 44-4-0 5-11-4 44-4-12 0-0-12 51-5-2 7-0-6 58-9-0 7-3-14 -1-0-0 1-0-0 4-3-0 4-3-0 8-4-0 4-1-0 13-2-0 4-10-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 38-4-12 6-0-0 44-4-12 6-0-0 51-5-2 7-0-6 58-9-0 7-3-14 0-6-65-0-011-0-05-0-02-0-011-0-06.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [10:0-2-12,0-3-8], [20:0-5-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.41 0.62 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.24 0.06 (loc) 19 22-24 15 l/defl >999 >999 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 BOT CHORD 2x4 SP No.2 *Except* 4-27: 2x6 SP No.2, 28-29: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-15: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-7-13 max.): 6-8, 10-12. BOT CHORD Rigid ceiling directly applied. Except: 5-1-0 oc bracing: 25-27 WEBS 1 Row at midpt 8-18, 9-17, 10-17, 7-21 REACTIONS.All bearings 8-4-0 except (jt=length) 13=Mechanical, 15=0-6-0. (lb) - Max Horz 2=-422(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 13=-247(LC 9), 2=-128(LC 12), 27=-944(LC 12), 15=-1070(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 13=452(LC 24), 2=403(LC 18), 27=2356(LC 17), 27=1785(LC 1), 15=2678(LC 18), 2=345(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-484/156, 3-4=-367/371, 4-5=-1725/1002, 5-6=-1838/1220, 6-7=-1690/1294, 7-8=-1690/1294, 8-9=-1754/1181, 9-10=-1065/664, 10-11=-326/208, 11-12=-326/208, 12-13=-378/310 BOT CHORD 2-27=-215/374, 25-27=-2009/1278, 4-25=-1936/1292, 22-24=-984/1704, 21-22=-869/1700, 20-21=-696/1460, 15-17=-567/350, 14-15=-449/276 WEBS 3-27=-418/335, 4-24=-1194/1890, 5-24=-508/569, 6-22=0/289, 18-20=0/284, 9-20=-363/903, 9-17=-1227/890, 10-17=-1056/1822, 10-15=-2447/1550, 10-14=-546/900, 11-14=-472/512, 12-14=-240/358, 17-20=-521/923, 6-21=-201/334, 7-21=-359/436, 8-21=-365/515 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 58-7-4 zone;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 247 lb uplift at joint 13, 128 lb uplift at joint 2, 944 lb uplift at joint 27, 1070 lb uplift at joint 15 and 128 lb uplift at joint 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 May 25,2021 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 2711493 Truss A43 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063300 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:22 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-lVzpnyptObP5SdvtuyqU72VrABpZoP7QzigsmezEZmZ NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A44 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063301 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:24 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-iu5aBer7wCfoiw3G?NtyCTb8y_avGGrjQ?9yqWzEZmX Scale = 1:111.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1715 16 18 34 33 32 31 30 29 27 26 28 25 24 23 22 21 20 19 40 41 42 43 44 45 46 47 48 7x8 ST1.5x8 STP 6x8 6x8 6x8 3x4 3x6 5x8 5x12 10x12 6x8 3x6 3x6 6x8 4x4 3x6 4x6 4x6 4x6 4x8 2x4 3x6 8x10 4x4 6x8 2x4 10x12 4x6 7x10 4x8 3x6 3x6 4-5-12 4-5-12 8-8-0 4-2-4 13-2-0 4-6-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 37-4-12 5-0-0 42-4-12 5-0-0 44-1-0 1-8-4 44-2-0 0-1-0 48-6-0 4-4-0 52-10-0 4-4-0 58-9-0 5-11-0 -1-0-0 1-0-0 4-5-12 4-5-12 8-8-0 4-2-4 13-2-0 4-6-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 37-4-12 5-0-0 42-4-12 5-0-0 44-2-0 1-9-4 48-6-0 4-4-0 52-10-0 4-4-0 54-2-0 1-4-0 58-9-0 4-7-0 0-6-66-0-03-5-611-0-00-5-142-0-011-0-06.00 12 3.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [15:0-5-12,0-3-8], [18:0-3-4,Edge], [21:0-6-0,0-6-4], [26:0-4-8,0-4-0], [33:0-6-0,0-6-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.58 0.31 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.44 0.20 (loc) 32-33 32 21 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 552 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E *Except* 25-27: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-21: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-11 max.): 6-8, 10-17, 13-19, 15-16. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-30, 6-29, 7-29, 8-29, 8-24, 9-23, 10-23, 10-21, 12-21 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)18=Mechanical, 2=0-8-0, 21=0-6-0 Max Horz 2=-449(LC 10) Max Uplift 18=-311(LC 21), 2=-813(LC 12), 21=-1672(LC 12) Max Grav 18=126(LC 11), 2=1982(LC 17), 21=3815(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6304/3306, 3-4=-6349/3437, 4-5=-4225/2435, 5-6=-2506/1588, 6-7=-1815/1347, 7-8=-1815/1347, 8-9=-1390/932, 9-10=-452/272, 10-11=-1287/2233, 11-12=-1287/2233, 15-19=-130/345, 13-15=-291/284, 15-16=-360/1071, 16-18=-394/1086 BOT CHORD 2-34=-3216/6037, 33-34=-3267/6121, 32-33=-3107/5811, 30-32=-2155/3982, 29-30=-1090/2329, 27-29=-385/1165, 26-27=-388/1165, 21-23=-1558/1060, 20-21=-1294/812, 19-20=-969/505, 18-19=-945/478 WEBS 4-33=-806/1690, 4-32=-2071/1080, 5-32=-430/1248, 5-30=-1937/1243, 6-30=-563/1266, 6-29=-713/403, 7-29=-380/475, 8-29=-854/1365, 8-26=-809/632, 9-26=-730/1545, 9-23=-1849/1183, 10-23=-1450/2565, 10-21=-2093/1303, 11-21=-322/299, 12-21=-1454/1092, 12-20=-258/241, 12-15=-720/1542, 15-20=-545/820, 23-26=-13/333, 14-16=-72/466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 8-9-12, Interior(1) 8-9-12 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2E) 32-4-13 to 42-4-12, Interior(1) 42-4-12 to 55-8-0, Exterior(2E) 54-0-4 to 58-8-4 zone;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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 May 25,2021 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 2711493 Truss A44 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063301 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:24 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-iu5aBer7wCfoiw3G?NtyCTb8y_avGGrjQ?9yqWzEZmX NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 311 lb uplift at joint 18, 813 lb uplift at joint 2 and 1672 lb uplift at joint 21. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A45 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063302 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:26 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-eGDKcJtNSqvWxEDe7ovQIugUboFUk9Z0uJe3vPzEZmV Scale = 1:111.0 1 2 3 4 5 6 7 8 9 10 11 12 13 16 14 15 17 33 32 31 30 29 28 26 25 27 24 23 22 21 20 19 18 39 40 41 42 43 44 45 46 47 7x8 ST1.5x8 STP 6x8 6x8 6x8 3x4 3x6 5x8 5x12 10x12 6x8 3x6 3x6 6x8 4x4 3x6 4x6 4x6 4x6 4x8 2x4 3x8 8x10 4x6 2x4 10x12 4x6 7x10 4x8 3x6 3x6 4-5-12 4-5-12 8-8-0 4-2-4 13-2-0 4-6-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 40-4-12 7-11-15 44-1-0 3-8-4 44-2-0 0-1-0 48-6-0 4-4-0 52-10-0 4-4-0 58-9-0 5-11-0 -1-0-0 1-0-0 4-5-12 4-5-12 8-8-0 4-2-4 13-2-0 4-6-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 40-4-12 7-11-15 44-2-0 3-9-4 48-6-0 4-4-0 52-10-0 4-4-0 54-2-0 1-4-0 58-9-0 4-7-0 0-6-67-0-03-5-611-0-00-5-142-0-011-0-06.00 12 3.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [9:0-5-4,0-3-8], [14:0-5-8,0-3-8], [17:0-3-4,Edge], [20:0-6-0,0-6-4], [25:0-4-8,0-4-0], [32:0-6-0,0-6-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.57 0.30 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.43 0.18 (loc) 31-32 31 20 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 557 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E *Except* 24-26: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-20: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-2 max.): 6-8, 9-16, 12-18, 14-15. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-29, 6-28, 7-28, 8-28, 8-23, 9-25, 9-20, 11-20, 22-25 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size)17=Mechanical, 2=0-8-0, 20=0-6-0 Max Horz 2=-429(LC 10) Max Uplift 17=-416(LC 17), 2=-788(LC 12), 20=-1747(LC 12) Max Grav 17=89(LC 11), 2=1951(LC 17), 20=3986(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6181/3233, 3-4=-6207/3355, 4-5=-4117/2355, 5-6=-2418/1509, 6-7=-1708/1248, 7-8=-1708/1248, 8-9=-1295/780, 9-10=-1261/2126, 10-11=-1261/2126, 14-18=-145/350, 12-14=-267/295, 14-15=-509/1312, 15-17=-524/1305 BOT CHORD 2-33=-3213/5910, 32-33=-3263/5992, 31-32=-3096/5670, 29-31=-2144/3870, 28-29=-1081/2235, 26-28=-349/1058, 25-26=-384/1106, 20-22=-893/725, 19-20=-1257/820, 18-19=-1146/615, 17-18=-1132/593 WEBS 4-32=-805/1659, 4-31=-2038/1082, 5-31=-433/1230, 5-29=-1917/1242, 6-29=-565/1267, 6-28=-764/455, 7-28=-360/439, 8-28=-853/1336, 23-25=0/455, 8-25=-889/824, 9-25=-1247/2264, 9-22=0/254, 9-20=-2377/1410, 10-20=-272/247, 11-20=-1496/1105, 11-14=-806/1673, 14-19=-342/674, 22-25=-872/706, 13-15=-78/457 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 8-9-12, Interior(1) 8-9-12 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2E) 32-4-13 to 40-4-12, Interior(1) 40-4-12 to 55-8-0, Exterior(2E) 54-0-4 to 58-8-4 zone;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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 May 25,2021 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 2711493 Truss A45 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063302 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:26 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-eGDKcJtNSqvWxEDe7ovQIugUboFUk9Z0uJe3vPzEZmV NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 lb uplift at joint 17, 788 lb uplift at joint 2 and 1747 lb uplift at joint 20. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A46 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063303 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:28 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-afL41?ue_R9EAYM1EDxuNJlqVbn7C4QJLd7AzHzEZmT Scale = 1:113.3 1 2 3 4 5 6 7 8 9 10 11 12 13 16 14 15 17 33 32 31 30 29 28 26 25 27 24 23 22 21 20 19 18 39 40 41 42 43 44 45 46 47 48 7x8 ST1.5x8 STP 6x8 6x8 6x8 3x4 3x6 5x8 5x8 7x8 5x6 3x4 3x6 6x8 4x4 2x4 4x6 4x4 4x4 4x8 2x4 3x8 6x8 4x6 2x4 10x12 7x8 4x6 7x10 2x4 3x6 4-5-12 4-5-12 8-8-0 4-2-4 13-2-0 4-6-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 38-4-12 5-11-15 44-1-0 5-8-4 44-2-0 0-1-0 48-6-0 4-4-0 52-10-0 4-4-0 58-9-0 5-11-0 -1-0-0 1-0-0 4-5-12 4-5-12 8-8-0 4-2-4 13-2-0 4-6-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 38-4-12 5-11-15 44-2-0 5-9-4 48-6-0 4-4-0 52-10-0 4-4-0 54-2-0 1-4-0 58-9-0 4-7-0 0-6-68-0-03-5-611-0-00-5-142-0-011-0-06.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [5:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [9:0-5-4,0-3-4], [11:0-4-0,0-4-8], [14:0-5-8,0-3-8], [17:0-4-4,Edge], [20:0-6-0,0-6-4], [25:0-5-8,0-3-0], [32:0-4-0,0-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.55 0.93 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.50 0.24 (loc) 31-32 29-31 20 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 543 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 24-26: 2x4 SP No.3, 21-27,17-21: 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 10-20: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8, 9-16, 12-18, 14-15. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-29, 6-28, 7-28, 8-28, 8-23, 9-25, 11-20 2 Rows at 1/3 pts 9-20 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size)17=Mechanical, 2=0-8-0, 20=0-6-0 Max Horz 2=-408(LC 10) Max Uplift 17=-691(LC 17), 2=-742(LC 12), 20=-1901(LC 12) Max Grav 17=130(LC 12), 2=1871(LC 17), 20=4414(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5776/2998, 3-4=-5753/3105, 4-5=-3811/2167, 5-6=-2178/1346, 6-7=-1443/1068, 7-8=-1443/1068, 8-9=-990/579, 9-10=-1400/2364, 10-11=-1400/2364, 14-18=-157/368, 12-14=-304/330, 14-15=-792/1896, 15-17=-813/1901 BOT CHORD 2-33=-3056/5487, 32-33=-3092/5546, 31-32=-2946/5274, 29-31=-2037/3578, 28-29=-997/2005, 26-28=-210/750, 25-26=-224/783, 20-22=-681/603, 19-20=-1463/956, 18-19=-1681/875, 17-18=-1666/852 WEBS 4-32=-750/1529, 4-31=-1934/1053, 5-31=-427/1187, 5-29=-1852/1219, 6-29=-548/1240, 6-28=-858/518, 7-28=-373/463, 8-28=-951/1424, 23-25=0/433, 8-25=-1080/941, 9-25=-1078/1943, 9-22=-10/265, 9-20=-2694/1588, 10-20=-380/357, 11-20=-1725/1232, 11-19=-251/159, 11-14=-1109/2194, 14-19=-168/453, 22-25=-667/608, 13-15=-61/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 8-9-12, Interior(1) 8-9-12 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2E) 32-4-13 to 38-4-12, Interior(1) 38-4-12 to 55-8-0, Exterior(2E) 54-0-4 to 58-8-4 zone;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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 May 25,2021 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 2711493 Truss A46 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063303 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:28 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-afL41?ue_R9EAYM1EDxuNJlqVbn7C4QJLd7AzHzEZmT NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 691 lb uplift at joint 17, 742 lb uplift at joint 2 and 1901 lb uplift at joint 20. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A47 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063304 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:30 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-W2SrShwuW2PyQrWQMezMSkrAqPTJgzdcoxcH2AzEZmR Scale = 1:113.7 1 2 3 4 5 6 7 8 9 10 11 12 13 16 14 15 32 31 30 29 28 26 25 27 24 23 22 21 20 19 18 17 40 41 42 43 44 45 46 47 48 49 7x8 ST1.5x8 STP 6x8 6x8 6x8 7x8 3x4 3x4 5x6 4x12 7x8 5x6 4x4 4x4 4x6 4x4 2x4 4x6 4x4 4x8 4x4 2x4 6x8 4x4 7x8 4x4 7x10 5x8 2x4 2x4 4-5-12 4-5-12 8-8-0 4-2-4 13-2-0 4-6-0 20-11-3 7-9-3 30-10-0 9-10-13 32-4-13 1-6-13 37-8-12 5-3-15 44-1-0 6-4-4 44-2-0 0-1-0 48-6-0 4-4-0 52-10-0 4-4-0 58-9-0 5-11-0 -1-0-0 1-0-0 4-5-12 4-5-12 8-8-0 4-2-4 13-2-0 4-6-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 37-8-12 5-3-15 44-2-0 6-5-4 48-6-0 4-4-0 52-10-0 4-4-0 54-2-0 1-4-0 58-9-0 4-7-0 0-6-68-4-03-5-611-0-00-5-142-0-011-0-06.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-6-0,Edge], [5:0-4-0,0-4-8], [9:0-5-4,0-3-0], [10:0-4-0,0-4-8], [14:0-5-8,0-3-8], [17:0-4-2,0-5-4], [20:0-4-0,0-4-12], [24:0-2-0,0-0-0], [25:0-2-8,0-4-0], [26:0-2-0,0-0-0], [31:0-4-0,0-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.56 0.95 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.49 0.25 (loc) 30-31 30-31 20 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 515 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 24-26: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-20: 2x4 SP No.2, 10-20: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-5 max.): 6-8, 9-16, 12-18, 14-15. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-28, 7-25, 9-25, 10-20, 10-19, 11-19 2 Rows at 1/3 pts 9-20 JOINTS 1 Brace at Jt(s): 25, 14 REACTIONS. (size)17=Mechanical, 2=0-8-0, 20=0-6-0 Max Horz 2=-401(LC 10) Max Uplift 17=-578(LC 17), 2=-755(LC 12), 20=-1838(LC 12) Max Grav 17=81(LC 12), 2=1899(LC 17), 20=4254(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5867/3078, 3-4=-5864/3196, 4-5=-3881/2240, 5-6=-2280/1393, 6-7=-2001/1391, 7-8=-974/672, 8-9=-1111/651, 9-10=-1227/2068, 10-11=-652/1278, 14-18=-59/284, 12-14=-392/437, 14-15=-624/1603, 15-17=-666/1628 BOT CHORD 2-32=-3149/5563, 31-32=-3186/5624, 30-31=-3047/5365, 28-30=-2123/3637, 26-28=-809/1580, 25-26=-775/1719, 24-26=-305/0, 20-22=-299/360, 19-20=-1978/1359, 18-19=-1423/729, 17-18=-1407/702 WEBS 4-31=-767/1567, 4-30=-1972/1070, 5-30=-450/1155, 5-28=-1821/1247, 6-28=-169/582, 7-28=-444/912, 7-25=-1257/990, 23-25=0/570, 9-25=-927/1737, 9-20=-2738/1645, 10-20=-1827/1442, 10-19=-1152/1595, 11-19=-1517/855, 11-14=-951/1938, 14-19=-184/486, 22-25=-242/408, 13-15=-53/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 8-9-12, Interior(1) 8-9-12 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2E) 32-4-13 to 37-8-12, Interior(1) 37-8-12 to 55-8-0, Exterior(2E) 54-0-4 to 58-8-4 zone;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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 May 25,2021 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 2711493 Truss A47 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063304 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:30 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-W2SrShwuW2PyQrWQMezMSkrAqPTJgzdcoxcH2AzEZmR NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 578 lb uplift at joint 17, 755 lb uplift at joint 2 and 1838 lb uplift at joint 20. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A48 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063305 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:32 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-TQabtNx82gfgf9goT30qX9wWPD8n8uFuGF5O63zEZmP Scale = 1:111.1 1 2 3 4 5 6 7 8 9 10 11 12 13 16 14 15 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 39 40 41 42 43 44 45 46 47 7x8 ST1.5x8 STP 6x8 6x8 6x8 3x4 3x6 5x8 4x12 7x8 5x6 2x4 3x6 6x8 4x4 2x4 4x6 4x4 4x4 4x8 2x4 3x6 6x8 4x6 2x4 10x12 4x6 7x10 5x8 2x4 3x6 4-5-12 4-5-12 8-8-0 4-2-4 13-2-0 4-6-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 39-8-12 7-3-15 44-1-0 4-4-4 44-2-0 0-1-0 48-6-0 4-4-0 52-10-0 4-4-0 58-9-0 5-11-0 -1-0-0 1-0-0 4-5-12 4-5-12 8-8-0 4-2-4 13-2-0 4-6-0 20-11-3 7-9-3 26-8-0 5-8-13 30-10-0 4-2-0 32-4-13 1-6-13 39-8-12 7-3-15 44-2-0 4-5-4 48-6-0 4-4-0 52-10-0 4-4-0 54-2-0 1-4-0 58-9-0 4-7-0 0-6-67-4-03-5-611-0-00-5-142-0-011-0-06.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-6-0,Edge], [5:0-4-0,0-4-8], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [9:0-5-4,0-3-8], [14:0-5-8,0-3-8], [17:0-4-4,Edge], [20:0-6-0,0-6-4], [25:0-5-8,0-3-0], [30:0-4-0,0-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.55 0.95 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.51 0.24 (loc) 29-30 27-29 20 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 537 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 32-33: 2x4 SP No.3, 21-24,17-21: 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 10-20: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-15 max.): 6-8, 9-16, 12-18, 14-15. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-27, 6-26, 7-26, 8-26, 8-23, 9-25, 9-20, 11-20, 22-25 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size)17=Mechanical, 2=0-8-0, 20=0-6-0 Max Horz 2=-422(LC 10) Max Uplift 17=-615(LC 17), 2=-757(LC 12), 20=-1833(LC 12) Max Grav 17=92(LC 12), 2=1895(LC 17), 20=4279(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5867/3036, 3-4=-5860/3148, 4-5=-3892/2212, 5-6=-2245/1391, 6-7=-1525/1123, 7-8=-1525/1123, 8-9=-1089/626, 9-10=-1421/2443, 10-11=-1421/2443, 14-18=-153/361, 12-14=-288/312, 14-15=-701/1738, 15-17=-719/1740 BOT CHORD 2-31=-3048/5579, 30-31=-3085/5639, 29-30=-2943/5378, 27-29=-2036/3661, 26-27=-996/2075, 25-26=-225/811, 20-22=-1014/786, 19-20=-1494/947, 18-19=-1535/791, 17-18=-1521/768 WEBS 4-30=-748/1551, 4-29=-1958/1047, 5-29=-425/1201, 5-27=-1867/1219, 6-27=-545/1236, 6-26=-819/492, 7-26=-362/447, 8-26=-931/1452, 23-25=0/313, 8-25=-1096/946, 9-25=-1204/2216, 9-22=-16/328, 9-20=-2548/1481, 10-20=-310/287, 11-20=-1697/1206, 11-14=-1000/2064, 14-19=-237/577, 22-25=-1049/807, 13-15=-67/446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 8-9-12, Interior(1) 8-9-12 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2E) 32-4-13 to 39-8-12, Interior(1) 39-8-12 to 55-8-0, Exterior(2E) 54-0-4 to 58-8-4 zone;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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 May 25,2021 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 2711493 Truss A48 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063305 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:32 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-TQabtNx82gfgf9goT30qX9wWPD8n8uFuGF5O63zEZmP NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 615 lb uplift at joint 17, 757 lb uplift at joint 2 and 1833 lb uplift at joint 20. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A49 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063306 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:34 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-PpiMI2zOZHvOuTqBbU2Ica?my0r8cm0BjZaUBxzEZmN Scale = 1:115.6 1 2 3 4 5 6 7 8 9 10 11 12 1513 14 1617 31 30 29 28 27 26 25 24 23 22 21 20 19 18 38 39 40 41 42 43 44 45 46 47 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 6x8 4x4 3x4 4x6 5x8 5x6 4x6 5x6 3x4 6x8 2x4 7x8 4x6 4x8 2x4 4x6 6x8 7x10 4x6 7x10 4x8 5x6 3x8 3x8 6-8-3 6-8-3 12-10-0 6-1-13 13-2-0 0-4-0 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 36-11-0 4-6-3 37-11-0 1-0-0 43-8-12 5-9-12 48-3-6 4-6-10 52-10-0 4-6-10 58-8-0 5-10-0 -1-0-0 1-0-0 6-8-3 6-8-3 13-2-0 6-5-13 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 36-11-0 4-6-3 43-8-12 6-9-12 48-3-6 4-6-10 52-10-0 4-6-10 54-2-0 1-4-0 58-8-0 4-6-0 59-8-0 1-0-0 0-6-65-4-03-5-611-0-00-6-62-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [5:0-5-4,0-3-0], [7:0-5-4,0-3-0], [9:0-5-4,0-3-0], [13:0-5-8,0-3-8], [16:0-0-8,Edge], [21:0-3-0,0-3-4], [24:0-6-12,0-6-4], [30:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.93 0.89 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.42 -0.61 0.11 (loc) 23 23 16 l/defl >999 >902 n/a L/d 240 180 n/a PLATES MT20 Weight: 493 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 8-22: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 21-24: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-11 max.): 5-7, 9-15, 11-18, 13-14. BOT CHORD Rigid ceiling directly applied or 4-5-3 oc bracing. Except: 4-0-0 oc bracing: 29-30 10-0-0 oc bracing: 22-24 WEBS 1 Row at midpt 4-28, 5-28, 5-26, 6-26, 7-26, 7-25, 8-25, 21-24, 10-13 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)2=0-8-0, 30=0-8-0, 16=0-8-0 Max Horz 2=-479(LC 10) Max Uplift 2=-275(LC 12), 30=-1218(LC 12), 16=-1102(LC 12) Max Grav 2=443(LC 21), 30=3164(LC 17), 16=2254(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-437/350, 3-4=-149/708, 4-5=-1896/1337, 5-6=-2386/1791, 6-7=-2386/1791, 7-8=-3228/2131, 8-9=-5112/3062, 9-10=-3579/2379, 13-14=-4083/3044, 14-16=-4273/3274 BOT CHORD 2-31=-193/411, 30-31=-193/406, 29-30=-2703/1697, 4-29=-2543/1728, 28-29=-489/283, 26-28=-703/1551, 25-26=-1354/2710, 24-25=-2443/4477, 8-24=-1110/2140, 19-21=-2541/4414, 18-19=-2681/3775, 16-18=-2720/3774 WEBS 3-31=0/330, 3-30=-821/489, 4-28=-1063/2148, 5-28=-726/601, 5-26=-905/1486, 6-26=-375/463, 7-26=-888/415, 7-25=-916/1829, 8-25=-2506/1559, 21-24=-2692/4665, 9-21=-1561/1083, 9-19=-1303/790, 10-19=-744/1293, 10-13=-3749/2583, 13-19=-296/638, 12-14=-353/668 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 55-8-0, Exterior(2E) 54-0-4 to 59-8-0 zone;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 275 lb uplift at joint 2, 1218 lb uplift at joint 30 and 1102 lb uplift at joint 16. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A50 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063307 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:36 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-LCq6jk_f5uA68m_Ziv4mh?57VqW14hFUBt3bFqzEZmL Scale = 1:115.6 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 29 28 27 26 25 24 23 22 21 20 19 18 17 16 38 39 40 41 42 43 44 45 46 47 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 7x8 3x4 4x6 5x8 5x8 4x6 5x8 3x4 6x8 2x4 7x8 4x6 4x8 2x4 4x6 8x10 4x4 8x10 4x4 8x12 5x6 2x4 2x4 6-8-3 6-8-3 12-10-0 6-1-13 13-2-0 0-4-0 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 36-11-0 4-6-3 37-11-0 1-0-0 41-3-14 3-4-14 45-8-12 4-4-14 52-10-0 7-1-4 58-8-0 5-10-0 -1-0-0 1-0-0 6-8-3 6-8-3 13-2-0 6-5-13 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 36-11-0 4-6-3 41-3-14 4-4-14 45-8-12 4-4-14 52-10-0 7-1-4 54-2-0 1-4-0 58-8-0 4-6-0 59-8-0 1-0-0 0-6-64-4-03-5-611-0-00-6-62-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [5:0-5-4,0-3-0], [7:0-5-4,0-3-0], [10:0-6-0,0-3-8], [13:0-7-8,0-4-0], [14:0-0-12,Edge], [22:0-6-8,0-6-8], [28:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.87 0.93 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.47 -0.67 0.11 (loc) 21 21 14 l/defl >999 >830 n/a L/d 240 180 n/a PLATES MT20 Weight: 493 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 8-20: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-16: 2x6 SP No.2, 19-22: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-10 max.): 5-7, 10-12, 11-16, 13-36. Except: 3-3-0 oc bracing: 13-14 6-0-0 oc bracing: 11-13 BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. Except: 3-11-0 oc bracing: 27-28 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 4-26, 5-26, 5-24, 6-24, 7-24, 7-23, 8-23, 10-19 2 Rows at 1/3 pts 10-13 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)2=0-8-0, 28=0-8-0, 14=0-8-0 Max Horz 2=-491(LC 10) Max Uplift 2=-279(LC 12), 28=-1229(LC 12), 14=-1204(LC 12) Max Grav 2=433(LC 21), 28=3173(LC 17), 14=2315(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-387/328, 3-4=-148/743, 4-5=-1886/1330, 5-6=-2393/1792, 6-7=-2393/1792, 7-8=-3245/2132, 8-9=-5223/3181, 9-10=-4425/2763, 10-11=-1201/675, 13-16=0/276, 11-13=-477/1095, 13-14=-4536/3858 BOT CHORD 2-29=-173/390, 28-29=-173/386, 27-28=-2713/1723, 4-27=-2553/1752, 26-27=-542/312, 24-26=-670/1534, 23-24=-1353/2741, 22-23=-2468/4569, 8-22=-1314/2384, 17-19=-3178/5211, 16-17=-3062/3784, 14-16=-3277/4005 WEBS 3-29=0/333, 3-28=-822/491, 4-26=-1094/2180, 5-26=-741/619, 5-24=-916/1515, 6-24=-372/459, 7-24=-918/430, 7-23=-909/1842, 8-23=-2589/1581, 19-22=-2621/4674, 9-22=-504/1006, 9-19=-1416/880, 10-19=-1758/1312, 10-17=-445/434, 10-13=-4058/3124, 13-17=-849/1537 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 59-8-0 zone;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.Continued on page 2 May 25,2021 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 2711493 Truss A50 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063307 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:36 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-LCq6jk_f5uA68m_Ziv4mh?57VqW14hFUBt3bFqzEZmL NOTES- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 2, 1229 lb uplift at joint 28 and 1204 lb uplift at joint 14. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A51 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063308 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:38 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-Haxs8Q0vdVQpN47yqJ7EnQASEdD2YbpneBYiKizEZmJ Scale = 1:115.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 36 37 38 39 40 41 42 43 44 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 7x8 6x8 4x6 5x8 6x8 4x6 5x6 3x6 8x10 2x4 7x8 4x6 4x8 2x4 4x6 8x10 5x12 3x6 4x6 5x8 2x4 2x4 6-8-3 6-8-3 12-10-0 6-1-13 13-2-0 0-4-0 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 36-11-0 4-6-3 37-11-0 1-0-0 41-11-8 4-0-8 47-0-0 5-0-8 52-4-0 5-4-0 52-10-0 0-6-0 58-8-0 5-10-0 -1-0-0 1-0-0 6-8-3 6-8-3 12-10-0 6-1-13 20-11-3 8-1-3 26-8-0 5-8-13 32-4-13 5-8-13 36-11-0 4-6-3 41-11-8 5-0-8 47-0-0 5-0-8 52-4-0 5-4-0 52-10-0 0-6-0 54-2-0 1-4-0 58-8-0 4-6-0 59-8-0 1-0-0 0-6-63-8-611-0-00-6-62-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [5:0-5-4,0-3-0], [7:0-5-4,0-3-0], [9:0-4-0,0-4-8], [10:0-5-4,0-4-0], [13:0-1-0,Edge], [18:0-5-4,0-2-8], [21:0-6-4,0-6-8], [27:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.91 0.83 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.43 -0.62 0.09 (loc) 20 20 13 l/defl >999 >890 n/a L/d 240 180 n/a PLATES MT20 Weight: 492 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 8-19: 2x4 SP No.3, 17-20,13-17: 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 18-21: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-2-0 max.): 5-7, 10-12, 11-34. Except: 3-4-0 oc bracing: 11-13 BOT CHORD Rigid ceiling directly applied. Except: 3-10-0 oc bracing: 26-27 10-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 4-25, 5-25, 5-23, 6-23, 7-23, 7-22, 8-22, 10-18, 10-15 REACTIONS. (size)2=0-8-0, 27=0-8-0, 13=0-8-0 Max Horz 2=-531(LC 10) Max Uplift 2=-331(LC 12), 27=-1170(LC 12), 13=-1204(LC 12) Max Grav 2=430(LC 21), 27=3197(LC 17), 13=2412(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-425/487, 3-4=-167/787, 4-5=-1913/1402, 5-6=-2426/1847, 6-7=-2426/1847, 7-8=-3296/2195, 8-9=-5297/3273, 9-10=-4798/3058, 10-11=-3941/3324, 11-13=-4491/3728 BOT CHORD 2-28=-170/387, 27-28=-172/383, 26-27=-2736/1670, 4-26=-2565/1696, 25-26=-563/347, 23-25=-616/1553, 22-23=-1302/2733, 21-22=-2403/4562, 8-21=-1345/2401, 16-18=-3825/6012, 15-16=-3817/6011, 13-15=-3022/3869 WEBS 3-28=-5/333, 3-27=-831/500, 4-25=-1049/2177, 5-25=-761/602, 5-23=-892/1529, 6-23=-354/428, 7-23=-950/443, 7-22=-922/1869, 8-22=-2592/1570, 18-21=-2634/4671, 9-21=-171/574, 9-18=-923/585, 10-18=-2173/1721, 10-15=-2452/1353, 11-15=-740/1613 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 55-8-0, Exterior(2E) 52-8-4 to 59-8-0 zone;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 331 lb uplift at joint 2, 1170 lb uplift at joint 27 and 1204 lb uplift at joint 13. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A52 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063309 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:40 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-Ez3dY61997gXcOHLxk9isrFveRvs0VO46V1pObzEZmH Scale = 1:115.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 33 34 35 36 37 38 39 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 8x10 6x8 4x6 5x8 6x8 4x6 5x6 3x6 2x4 7x8 4x6 4x8 2x4 4x6 10x12 7x10 4x4 3x6 4x6 5x8 6-8-3 6-8-3 12-10-0 6-1-13 13-2-0 0-4-0 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 36-11-0 4-6-3 37-11-0 1-0-0 42-11-8 5-0-8 49-0-0 6-0-8 54-4-0 5-4-0 58-8-0 4-4-0 -1-0-0 1-0-0 6-8-3 6-8-3 12-10-0 6-1-13 20-11-3 8-1-3 26-8-0 5-8-13 32-4-13 5-8-13 36-11-0 4-6-3 42-11-8 6-0-8 49-0-0 6-0-8 54-4-0 5-4-0 58-8-0 4-4-0 59-8-0 1-0-0 0-6-62-8-611-0-00-6-62-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [5:0-5-4,0-3-0], [7:0-5-4,0-3-0], [11:0-5-4,0-4-12], [13:0-0-12,Edge], [17:0-5-0,0-7-0], [20:0-7-0,0-6-4], [26:0-2-12,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.47 0.81 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.47 -0.69 0.08 (loc) 19 19 13 l/defl >999 >799 n/a L/d 240 180 n/a PLATES MT20 Weight: 483 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 8-18: 2x4 SP No.3, 17-19,13-17: 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 17-20: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-10 max.): 5-7, 11-12. BOT CHORD Rigid ceiling directly applied. Except: 3-8-0 oc bracing: 25-26 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 4-24, 5-24, 5-22, 6-22, 7-22, 7-21, 8-21, 17-20, 11-17, 11-15 REACTIONS. (size)2=0-8-0, 26=0-8-0, 13=0-8-0 Max Horz 2=-531(LC 10) Max Uplift 2=-321(LC 12), 26=-1159(LC 12), 13=-978(LC 12) Max Grav 2=413(LC 21), 26=3212(LC 17), 13=2288(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-346/438, 3-4=-112/850, 4-5=-1853/1357, 5-6=-2375/1801, 6-7=-2375/1801, 7-8=-3242/2139, 8-10=-5213/3086, 10-11=-5074/2898, 11-12=-4228/2363, 12-13=-4603/2514 BOT CHORD 2-27=-214/351, 26-27=-217/349, 25-26=-2756/1592, 4-25=-2581/1618, 24-25=-663/393, 22-24=-542/1502, 21-22=-1205/2683, 20-21=-2274/4475, 8-20=-1067/2321, 16-17=-3891/7356, 15-16=-3874/7346, 13-15=-2084/4058 WEBS 3-27=-11/342, 3-26=-835/502, 4-24=-984/2218, 5-24=-778/573, 5-22=-883/1535, 6-22=-355/429, 7-22=-953/431, 7-21=-892/1850, 8-21=-2540/1511, 17-20=-2444/4721, 10-17=-544/440, 11-17=-3103/1790, 11-16=-157/255, 11-15=-3435/1882, 12-15=-840/1767 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2R) 20-11-3 to 30-11-3, Interior(1) 30-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 42-4-13, Interior(1) 42-4-13 to 54-4-0, Exterior(2E) 54-4-0 to 59-8-0 zone;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 321 lb uplift at joint 2, 1159 lb uplift at joint 26 and 978 lb uplift at joint 13. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A53 Truss Type Piggyback Base Girder Qty 1 Ply 1 Job Reference (optional) T24063310 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:42 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-ALBNzn3QhkwFshRj39BAxGK7tFbMUQxNZpWvTUzEZmF Scale = 1:115.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 36 37 38 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 6x8 6x8 5x8 5x12 7x8 6x8 5x6 3x6 3x6 8x10 5x6 5x8 2x4 4x6 8x12 8x10 4x4 7x8 3x6 5x8 7x8 6x8 4x6 8x10 6-8-3 6-8-3 12-10-0 6-1-13 13-2-0 0-4-0 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 36-11-0 4-6-3 37-11-0 1-0-0 43-0-0 5-1-0 47-0-14 4-0-14 51-0-0 3-11-2 54-3-4 3-3-4 56-4-0 2-0-12 58-8-0 2-4-0 -1-0-0 1-0-0 6-8-3 6-8-3 13-2-0 6-5-13 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 36-11-0 4-6-3 43-0-0 6-1-0 47-0-14 4-0-14 51-0-0 3-11-2 54-3-4 3-3-4 56-4-0 2-0-12 58-8-0 2-4-0 59-8-0 1-0-0 0-6-61-8-611-0-00-6-62-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [5:0-5-4,0-3-0], [7:0-5-4,0-3-0], [12:0-4-0,0-4-4], [13:0-3-8,0-3-8], [14:0-6-0,0-2-12], [15:0-0-8,Edge], [18:0-3-8,0-3-0], [19:0-3-8,0-3-8], [20:0-5-0,0-4-12], [21:0-4-4,0-6-0], [24:0-7-4,0-7-0], [29:0-2-0,0-0-14], [30:0-3-12,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.94 0.80 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.58 -0.84 0.04 (loc) 19-20 19-20 15 l/defl >960 >660 n/a L/d 240 180 n/a PLATES MT20 Weight: 519 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E *Except* 8-22: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-28,21-24,14-18: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins, except 2-0-0 oc purlins (2-0-14 max.): 5-7, 12-14. BOT CHORD Rigid ceiling directly applied or 5-10-14 oc bracing. Except: 5-10-0 oc bracing: 29-30 10-0-0 oc bracing: 22-24 WEBS 1 Row at midpt 4-28, 5-28, 5-26, 6-26, 7-26, 8-25, 11-21, 12-20 REACTIONS. (size)2=0-8-0, 30=0-8-0, 15=0-8-0 Max Horz 2=-531(LC 6) Max Uplift 2=-223(LC 18), 30=-1377(LC 8), 15=-942(LC 8) Max Grav 2=210(LC 17), 30=3589(LC 29), 15=2262(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-87/794, 3-4=-319/1564, 4-5=-1365/742, 5-6=-2018/1086, 6-7=-2018/1086, 7-8=-2933/1336, 8-9=-4943/1999, 9-11=-4755/1955, 11-12=-6675/2653, 12-13=-9589/3776, 13-14=-7145/2823, 14-15=-4550/1773 BOT CHORD 2-31=-864/285, 30-31=-870/284, 29-30=-3169/1269, 4-29=-2956/1278, 28-29=-1770/726, 26-28=-79/1179, 25-26=-603/2400, 24-25=-1361/4248, 8-24=-738/2310, 20-21=-2218/5949, 19-20=-3763/9791, 18-19=-2706/7115, 17-18=-1475/4028, 15-17=-1472/4008 WEBS 3-31=-48/455, 3-30=-896/418, 4-28=-891/2938, 5-28=-1109/538, 5-26=-626/1699, 6-26=-374/294, 7-26=-1077/336, 7-25=-596/1842, 8-25=-2600/1063, 21-24=-1547/4414, 9-24=-24/337, 9-21=-466/224, 12-19=-1879/836, 13-19=-1148/2692, 13-18=-1083/512, 14-18=-1416/3547, 11-21=-2310/972, 11-20=-636/1841, 12-20=-4009/1611 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 223 lb uplift at joint 2, 1377 lb uplift at joint 30 and 942 lb uplift at joint 15. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 25,2021 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 2711493 Truss A53 Truss Type Piggyback Base Girder Qty 1 Ply 1 Job Reference (optional) T24063310 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:43 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-eYllB742S226Tr0vctiPUTtIdexbDsBWoTGT?wzEZmE NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb down and 67 lb up at 54-3-4, and 241 lb down and 179 lb up at 56-4-0 on top chord, and 15 lb down at 54-3-4, and 62 lb down at 56-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-12=-60, 12-14=-60, 14-16=-60, 2-30=-20, 24-29=-20, 22-23=-20, 15-22=-20 Concentrated Loads (lb) Vert: 14=-0(B) 17=-7(B) 13=-0(B) 18=-3(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 2711493 Truss A54 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063311 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:44 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-6kJ7OT4gDLAz5?b6AaDe0hQb?2D9yLLf07?0XMzEZmD Scale = 1:98.2 12 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 12 31 32 33 34 35 36 37 13 7x8 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 4x6 5x8 4x6 4x8 5x6 3x4 3x8 2x4 6x8 3x10 4x4 3x8 5x12 5x8 4x4 3x6 4x6 6-8-3 6-8-3 12-10-0 6-1-13 13-2-0 0-4-0 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 36-11-0 4-6-3 37-11-0 1-0-0 42-4-0 4-5-0 46-10-8 4-6-8 47-9-0 0-10-8 53-4-0 5-7-0 -1-0-0 1-0-0 6-8-3 6-8-3 13-2-0 6-5-13 20-11-3 7-9-3 26-8-0 5-8-13 32-4-13 5-8-13 36-11-0 4-6-3 42-4-0 5-5-0 47-9-0 5-5-0 53-4-0 5-7-0 0-6-611-0-00-6-62-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [9:0-4-0,0-4-8], [18:0-6-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.38 0.98 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.54 -0.84 0.06 (loc) 19-21 19-21 13 l/defl >757 >486 n/a L/d 240 180 n/a PLATES MT20 Weight: 374 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-23: 2x6 SP No.2, 20-22,18-20: 2x4 SP No.1, 8-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-7-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied. Except: 5-2-0 oc bracing: 22-23 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 6-21, 6-19 REACTIONS.All bearings 6-9-0 except (jt=length) 2=0-8-0, 23=0-8-0, 13=0-3-8. (lb) - Max Horz 2=523(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 11 except 2=-383(LC 12), 23=-847(LC 12), 12=-949(LC 12), 11=-102(LC 23) Max Grav All reactions 250 lb or less at joint(s) 11, 13 except 2=575(LC 18), 23=2504(LC 17), 12=2343(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-793/571, 3-4=-405/445, 4-5=-1512/997, 5-6=-1237/998, 6-7=-1714/1200, 7-8=-1941/1233, 8-9=-2266/1337, 9-10=-1404/845, 10-11=-265/640 BOT CHORD 2-24=-343/661, 23-24=-344/658, 22-23=-2008/968, 4-22=-1895/1006, 19-21=-478/1487, 18-19=-752/1862, 13-15=-511/301, 12-13=-511/301, 11-12=-511/301 WEBS 3-24=0/267, 3-23=-799/474, 4-21=-373/1430, 5-21=-49/355, 6-21=-611/403, 6-19=-59/266, 7-19=-173/494, 8-19=-524/412, 15-18=-517/1185, 9-18=-352/973, 9-15=-1286/728, 10-15=-873/1821, 10-12=-2228/1277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 53-4-0 zone;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=383, 23=847, 12=949, 11=102, 11=102. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A55 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063312 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:46 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-27Qup96wlzQhKJlUI?G656VymsxOQBbyUQU7cFzEZmB Scale = 1:101.0 1 2 3 4 5 6 7 8 9 10 11 1213 25 24 23 22 21 20 19 18 17 16 15 14 32 33 34 35 36 37 38 39 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 4x6 3x4 4x8 3x8 5x6 4x4 5x6 5x8 3x6 4x6 2x4 6x8 4x4 3x8 4x4 3x8 5x12 6-8-3 6-8-3 12-1-0 5-4-13 12-1-8 0-0-8 12-3-0 0-1-8 20-11-3 8-8-3 26-8-0 5-8-13 32-4-13 5-8-13 39-2-0 6-9-3 39-6-0 0-4-0 43-0-0 3-6-0 46-11-0 3-11-0 53-4-0 6-5-0 -1-0-0 1-0-0 6-8-3 6-8-3 12-1-8 5-5-5 16-7-2 4-5-10 20-11-3 4-4-2 26-8-0 5-8-13 32-4-13 5-8-13 39-2-0 6-9-3 43-0-0 3-10-0 46-11-0 3-11-0 53-4-0 6-5-0 54-4-0 1-0-0 0-6-611-0-00-6-62-0-01-0-01-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [16:0-2-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.37 0.86 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.77 0.05 (loc) 19-21 19-21 14 l/defl >863 >550 n/a L/d 240 180 n/a PLATES MT20 Weight: 375 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-24,11-14: 2x6 SP No.2, 20-22: 2x4 SP M 31, 9-16: 2x4 SP No.3 18-20: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-5-12 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 5-0-0 oc bracing: 22-24 5-1-0 oc bracing: 14-15 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 5-22, 7-21, 7-19, 9-19 REACTIONS.All bearings 0-8-0 except (jt=length) 24=0-4-0. (lb) - Max Horz 2=-531(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-386(LC 12), 14=-822(LC 12), 12=-214(LC 12), 24=-831(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=541(LC 18), 14=2179(LC 18), 12=311(LC 18), 24=2586(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-715/551, 3-4=-400/467, 4-5=-328/474, 5-6=-1542/1091, 6-7=-1342/1048, 7-8=-1782/1250, 8-9=-2032/1269, 9-11=-2366/1343 BOT CHORD 2-25=-299/572, 24-25=-300/569, 22-24=-2072/931, 4-22=-394/406, 21-22=-285/1054, 19-21=-504/1609, 18-19=-837/1934, 14-15=-2071/1113, 11-15=-1917/1151 WEBS 3-25=0/252, 3-24=-766/469, 5-22=-1887/706, 5-21=-36/638, 6-21=-186/439, 7-21=-572/420, 8-19=-163/471, 9-19=-461/427, 11-18=-901/1949 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 54-4-0 zone;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 386 lb uplift at joint 2, 822 lb uplift at joint 14, 214 lb uplift at joint 12 and 831 lb uplift at joint 24. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021 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 2711493 Truss A56 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063313 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:48 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-?VYeEr8AGagPacutPQIaBXaIxfd0uBIFxkzEg7zEZm9 Scale = 1:101.0 1 2 3 4 5 6 7 8 9 10 11 1213 26 25 24 23 22 21 20 19 18 17 16 15 14 33 34 35 36 37 38 39 40 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 7x8 4x6 3x6 3x4 3x8 5x6 3x4 3x6 5x8 3x6 4x6 4x6 5x12 4x4 3x8 4x4 3x8 5x12 4x8 2-5-0 2-5-0 2-8-0 0-3-0 6-8-3 4-0-3 10-11-0 4-2-13 11-3-0 0-4-0 12-1-0 0-10-0 12-1-8 0-0-8 12-3-0 0-1-8 20-11-3 8-8-3 26-8-0 5-8-13 32-4-13 5-8-13 39-6-0 7-1-3 43-0-0 3-6-0 46-11-0 3-11-0 53-4-0 6-5-0 -1-0-0 1-0-0 2-8-0 2-8-0 6-8-3 4-0-3 10-11-0 4-2-13 12-3-0 1-4-0 16-7-2 4-4-2 20-11-3 4-4-2 26-8-0 5-8-13 32-4-13 5-8-13 39-2-0 6-9-3 43-0-0 3-10-0 46-11-0 3-11-0 53-4-0 6-5-0 54-4-0 1-0-0 0-6-611-0-00-6-62-0-01-0-01-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [10:0-4-0,0-4-8], [19:0-6-0,0-4-0], [23:0-4-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.32 0.85 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.76 0.06 (loc) 20-22 20-22 14 l/defl >868 >556 n/a L/d 240 180 n/a PLATES MT20 Weight: 383 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-25,11-14: 2x6 SP No.2, 21-23: 2x4 SP M 31, 9-17: 2x4 SP No.3 19-21: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-7-15 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 4-7-0 oc bracing: 23-25 4-9-0 oc bracing: 14-15 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 5-23, 7-22, 7-20, 9-20 REACTIONS.All bearings 0-8-0 except (jt=length) 25=0-4-0. (lb) - Max Horz 2=-531(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-285(LC 12), 25=-958(LC 12), 14=-833(LC 12), 12=-176(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12 except 2=426(LC 21), 25=2642(LC 17), 14=2255(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-426/279, 3-4=-134/655, 4-5=-9/553, 5-6=-1370/948, 6-7=-1185/925, 7-8=-1661/1156, 8-9=-1895/1159, 9-10=-2162/1258, 10-11=-1452/849, 11-12=-70/364 BOT CHORD 2-26=-202/471, 23-25=-2552/1301, 4-23=-395/409, 22-23=-98/937, 20-22=-385/1538, 19-20=-735/1830, 15-16=-384/250, 14-15=-2149/1131, 11-15=-2061/1145 WEBS 3-23=-749/591, 5-23=-1980/948, 5-22=-174/765, 6-22=-110/358, 7-22=-605/459, 7-20=-74/271, 8-20=-108/430, 9-20=-478/414, 16-19=-419/1141, 10-19=-381/922, 10-16=-1086/579, 11-16=-783/1718, 23-26=-203/518 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 54-4-0 zone;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 285 lb uplift at joint 2, 958 lb uplift at joint 25, 833 lb uplift at joint 14 and 176 lb uplift at joint 12. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 25,2021 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 2711493 Truss A57 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063314 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:49 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-Ti60RB8p1uoFBmT3z7ppjk7SS3_wdYzPAOjnDazEZm8 Scale = 1:101.0 1 2 3 4 5 6 7 8 9 10 11 1213 27 26 25 24 23 22 21 20 19 18 17 16 15 14 34 35 36 37 38 39 7x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 4x6 5x8 4x6 3x8 3x4 3x4 3x4 3x4 7x10 5x6 5x8 3x6 4x6 2x4 7x8 3x10 4x4 5x8 5x12 2-5-0 2-5-0 2-8-0 0-3-0 6-8-3 4-0-3 10-11-0 4-2-13 11-3-0 0-4-0 13-1-0 1-10-0 13-2-0 0-1-0 20-11-3 7-9-3 29-11-0 8-11-13 30-3-0 0-4-0 32-4-13 2-1-13 38-10-0 6-5-3 39-2-0 0-4-0 43-0-0 3-10-0 46-7-0 3-7-0 46-11-0 0-4-0 53-4-0 6-5-0 -1-0-0 1-0-0 2-8-0 2-8-0 6-8-3 4-0-3 10-11-0 4-2-13 13-2-0 2-3-0 20-11-3 7-9-3 25-5-2 4-5-14 29-11-0 4-5-14 32-4-13 2-5-13 39-2-0 6-9-3 43-0-0 3-10-0 46-7-0 3-7-0 46-11-0 0-4-0 53-4-0 6-5-0 54-4-0 1-0-0 0-6-611-0-00-6-62-0-01-0-01-0-011-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [8:0-5-8,0-3-0], [16:0-4-12,Edge], [22:0-5-8,0-2-4], [26:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.40 0.81 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.55 0.07 (loc) 22-24 22-24 14 l/defl >999 >754 n/a L/d 240 180 n/a PLATES MT20 Weight: 419 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-26,4-26,11-14: 2x6 SP No.2, 23-25: 2x4 SP No.1 7-20,9-18: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-7-15 max.): 5-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-22 5-0-0 oc bracing: 25-26 5-1-0 oc bracing: 14-15 6-0-0 oc bracing: 20-22 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 6-24, 8-19, 8-16 REACTIONS.All bearings 0-8-0 except (jt=length) 26=0-4-0. (lb) - Max Horz 2=-531(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-402(LC 12), 14=-807(LC 12), 12=-210(LC 12), 26=-832(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=549(LC 18), 14=2164(LC 18), 12=278(LC 18), 26=2556(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-761/604, 3-4=-370/519, 4-5=-1420/983, 5-6=-1157/989, 6-7=-1643/1208, 7-8=-1628/1206, 8-9=-1987/1453, 9-11=-1957/1155 BOT CHORD 2-27=-341/636, 26-27=-341/632, 25-26=-2071/955, 4-25=-1951/994, 22-24=-405/1397, 9-16=-535/640, 14-15=-2056/1100, 11-15=-1897/1147 WEBS 3-27=0/303, 3-26=-841/504, 4-24=-380/1466, 5-24=-70/356, 6-24=-666/418, 6-22=-77/373, 19-22=-458/1853, 8-22=-403/1451, 8-19=-1316/469, 16-19=-311/1145, 8-16=-489/657, 11-16=-697/1626 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 54-4-0 zone;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 402 lb uplift at joint 2, 807 lb uplift at joint 14, 210 lb uplift at joint 12 and 832 lb uplift at joint 26. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 May 25,2021 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 2711493 Truss A57 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) T24063314 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:49 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-Ti60RB8p1uoFBmT3z7ppjk7SS3_wdYzPAOjnDazEZm8 NOTES- 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss A58 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24063315 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:50 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-xugPfW9RoBw6pw2GXrK2GygbnTHAM1SYP2SKl0zEZm7 Scale = 1:84.2 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 26 27 28 29 30 31 6x8 ST1.5x8 STP 5x8 4x6 5x8 4x6 3x6 2x4 2x4 3x6 7x8 2x4 6x8 3x10 4x4 5x12 5x8 4x4 3x4 5x6 2-5-0 2-5-0 2-8-0 0-3-0 6-8-3 4-0-3 10-11-0 4-2-13 11-3-0 0-4-0 13-1-0 1-10-0 13-1-8 0-0-8 13-2-0 0-0-8 21-0-0 7-10-0 29-11-0 8-11-0 30-3-0 0-4-0 32-4-0 2-1-0 38-5-12 6-1-12 44-11-0 6-5-4 -1-0-0 1-0-0 2-8-0 2-8-0 6-8-3 4-0-3 10-11-0 4-2-13 13-2-0 2-3-0 21-0-0 7-10-0 25-7-8 4-7-8 29-11-0 4-3-8 32-4-0 2-5-0 38-5-12 6-1-12 44-11-0 6-5-4 0-6-611-0-64-8-142-0-011-0-66.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [8:0-5-8,0-2-12], [16:0-5-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.56 1.00 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.52 0.07 (loc) 16-18 16-18 11 l/defl >999 >731 n/a L/d 240 180 n/a PLATES MT20 Weight: 357 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-21: 2x6 SP No.2, 7-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-16 5-3-0 oc bracing: 19-21 6-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 6-18, 8-13 REACTIONS. (size)2=0-8-0, 11=0-4-0, 21=0-4-0 Max Horz 2=-428(LC 10) Max Uplift 2=-269(LC 12), 11=-613(LC 12), 21=-951(LC 12) Max Grav 2=562(LC 17), 11=1594(LC 18), 21=2422(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-724/310, 3-4=-296/361, 4-5=-1327/824, 5-6=-1073/861, 6-7=-1457/1026, 7-8=-1443/1023, 8-9=-1376/923, 9-10=-1314/725, 10-11=-1496/859 BOT CHORD 2-22=-386/670, 21-22=-388/662, 19-21=-1904/1093, 4-19=-1783/1135, 16-18=-566/1270, 12-13=-539/1094 WEBS 3-22=0/268, 3-21=-815/506, 4-18=-509/1290, 5-18=-51/309, 6-18=-563/381, 6-16=-35/260, 13-16=-594/1681, 8-16=-556/1364, 8-13=-1076/404, 9-12=-479/461, 10-12=-645/1300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 21-0-0, Exterior(2E) 21-0-0 to 44-9-4 zone;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 269 lb uplift at joint 2, 613 lb uplift at joint 11 and 951 lb uplift at joint 21. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A59 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24063316 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:52 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-tHn94CBhKpBq3ECeeGNWLNlznH?Rqy2rsMxRquzEZm5 Scale = 1:82.6 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 26 27 28 29 30 31 32 33 34 35 36 7x8 ST1.5x8 STP 6x8 5x8 3x4 4x6 5x8 3x6 3x6 2x4 2x4 2x4 6x8 3x10 2x4 5x12 4x8 3x10 4x4 6x8 2-5-0 2-5-0 2-8-0 0-3-0 6-8-3 4-0-3 10-11-0 4-2-13 11-3-0 0-4-0 13-1-0 1-10-0 13-1-8 0-0-8 13-2-0 0-0-8 19-0-0 5-10-0 24-5-8 5-5-8 29-11-0 5-5-8 30-3-0 0-4-0 34-4-0 4-1-0 39-5-12 5-1-12 44-11-0 5-5-4 -1-0-0 1-0-0 2-8-0 2-8-0 6-8-3 4-0-3 10-11-0 4-2-13 13-2-0 2-3-0 19-0-0 5-10-0 24-5-8 5-5-8 29-11-0 5-5-8 34-4-0 4-5-0 39-5-12 5-1-12 44-11-0 5-5-4 0-6-610-0-64-8-142-0-010-0-66.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [8:0-5-4,0-2-12], [15:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.40 0.82 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.63 0.05 (loc) 11-12 11-12 11 l/defl >977 >605 n/a L/d 240 180 n/a PLATES MT20 Weight: 353 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-21: 2x6 SP No.2, 7-13: 2x4 SP No.3, 11-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-15 5-3-0 oc bracing: 19-21 6-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 6-18, 8-12, 9-11 REACTIONS. (size)2=0-8-0, 21=0-4-0, 11=0-4-0 Max Horz 2=-378(LC 10) Max Uplift 2=-264(LC 12), 21=-956(LC 12), 11=-610(LC 12) Max Grav 2=582(LC 17), 21=2392(LC 17), 11=1599(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-694/292, 3-4=-250/325, 4-5=-1166/749, 5-6=-958/762, 6-7=-1607/1104, 7-8=-1600/1102, 8-9=-1399/896 BOT CHORD 2-22=-389/681, 21-22=-390/678, 19-21=-1868/1083, 4-19=-1757/1115, 16-18=-659/1417, 15-16=-659/1417, 7-15=-300/316, 11-12=-519/944 WEBS 3-22=0/268, 3-21=-840/527, 4-18=-571/1276, 5-18=-15/268, 6-18=-915/504, 6-16=0/323, 12-15=-509/1303, 8-15=-504/931, 8-12=-513/324, 9-12=-73/418, 9-11=-1420/871 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 19-0-0, Exterior(2R) 19-0-0 to 33-1-11, Interior(1) 33-1-11 to 34-4-0, Exterior(2E) 34-4-0 to 44-8-4 zone;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 264 lb uplift at joint 2, 956 lb uplift at joint 21 and 610 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A60 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24063317 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:53 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-LTLXHYBJ56JhgOnqCzuluaI2bgL4ZP8_50h?MLzEZm4 Scale = 1:83.4 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 25 26 27 28 29 30 31 32 33 34 7x8 ST1.5x8 STP 6x8 7x8 5x8 2x4 4x6 2x4 6x8 4x8 2x4 2x4 2x4 6x8 4x4 5x12 3x8 4x4 6x8 2-5-0 2-5-0 2-8-0 0-3-0 6-8-3 4-0-3 10-11-0 4-2-13 11-3-0 0-4-0 13-1-0 1-10-0 13-1-8 0-0-8 13-2-0 0-0-8 17-0-0 3-10-0 23-7-8 6-7-8 29-11-0 6-3-8 30-3-0 0-4-0 36-4-0 6-1-0 44-11-0 8-7-0 -1-0-0 1-0-0 2-8-0 2-8-0 6-8-3 4-0-3 10-11-0 4-2-13 13-2-0 2-3-0 17-0-0 3-10-0 23-7-8 6-7-8 29-11-0 6-3-8 36-4-0 6-5-0 40-5-12 4-1-12 44-11-0 4-5-4 0-6-69-0-64-8-142-0-09-0-66.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [6:0-4-0,0-4-8], [8:0-5-4,0-2-12], [15:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.78 0.80 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.38 0.05 (loc) 11-12 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 347 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-19,11-14: 2x4 SP No.2, 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 5-1-0 oc bracing: 18-20 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 5-16, 8-12, 9-11, 5-18 REACTIONS. (size)2=0-8-0, 20=0-4-0, 11=0-4-0 Max Horz 2=-331(LC 10) Max Uplift 2=-271(LC 12), 20=-948(LC 12), 11=-614(LC 12) Max Grav 2=571(LC 17), 20=2420(LC 17), 11=1555(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-599/297, 3-4=-177/351, 4-5=-107/262, 5-6=-1634/1073, 6-7=-1795/1210, 7-8=-1791/1209, 8-9=-1331/855 BOT CHORD 2-21=-414/626, 20-21=-415/623, 18-20=-1891/1029, 4-18=-407/425, 16-18=-315/671, 15-16=-769/1571, 7-15=-384/424, 11-12=-467/829 WEBS 3-21=0/269, 3-20=-851/544, 5-16=-631/1327, 6-16=-573/570, 12-15=-526/1105, 8-15=-567/985, 8-12=-489/359, 9-12=-141/539, 9-11=-1442/871, 5-18=-1487/794 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 17-0-0, Exterior(2R) 17-0-0 to 31-1-11, Interior(1) 31-1-11 to 36-4-0, Exterior(2E) 36-4-0 to 44-9-4 zone;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 271 lb uplift at joint 2, 948 lb uplift at joint 20 and 614 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A61 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24063318 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:55 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-IsTIiEDZdkZPwhxDJOwDz?NSpU3l1IDHYKA5QDzEZm2 Scale = 1:82.1 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 24 25 26 27 28 29 30 31 7x8 ST1.5x8 STP 6x8 7x8 5x8 4x6 3x4 6x8 4x8 2x4 3x4 3x6 2x4 6x8 4x4 5x12 3x10 5x6 2-5-0 2-5-0 2-8-0 0-3-0 6-8-3 4-0-3 10-11-0 4-2-13 11-3-0 0-4-0 13-0-8 1-9-8 13-2-0 0-1-8 15-0-0 1-10-0 22-7-8 7-7-8 30-3-0 7-7-8 34-1-8 3-10-8 38-4-0 4-2-8 44-11-0 6-7-0 -1-0-0 1-0-0 2-8-0 2-8-0 6-8-3 4-0-3 10-11-0 4-2-13 13-2-0 2-3-0 15-0-0 1-10-0 22-7-8 7-7-8 30-3-0 7-7-8 34-1-8 3-10-8 38-4-0 4-2-8 44-11-0 6-7-0 0-6-68-0-64-8-142-0-08-0-66.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [6:0-4-0,0-4-8], [8:0-5-4,0-2-12], [12:0-0-0,0-1-8], [14:0-3-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.54 0.65 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.23 0.03 (loc) 13 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 332 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-18,10-13: 2x4 SP No.2, 7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 5-1-0 oc bracing: 17-19 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 5-15, 8-14 REACTIONS. (size)2=0-8-0, 10=0-4-0, 19=0-4-0 Max Horz 2=301(LC 12) Max Uplift 2=-259(LC 12), 10=-608(LC 12), 19=-967(LC 12) Max Grav 2=578(LC 17), 10=1473(LC 18), 19=2367(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-546/256, 3-4=-113/340, 4-5=-42/270, 5-6=-1740/1097, 6-7=-2037/1317, 7-8=-2026/1318, 8-9=-1221/717, 9-10=-1375/843 BOT CHORD 2-20=-402/604, 19-20=-402/601, 17-19=-1842/1007, 4-17=-324/322, 15-17=-149/327, 14-15=-872/1689, 7-14=-484/518 WEBS 3-20=0/272, 3-19=-852/567, 5-17=-1408/846, 5-15=-874/1692, 6-15=-683/644, 6-14=-293/349, 11-14=-525/932, 8-14=-690/1214, 8-11=-642/578, 9-11=-612/1168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 29-1-11, Interior(1) 29-1-11 to 38-4-0, Exterior(2E) 38-4-0 to 44-9-4 zone;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 259 lb uplift at joint 2, 608 lb uplift at joint 10 and 967 lb uplift at joint 19. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A62 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24063319 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:56 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-m21gvaECO1hGXrVPt5RSVDwgjuMvmnzQn_vfzgzEZm1 Scale = 1:80.6 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 26 27 28 29 30 7x8 ST1.5x8 STP 6x8 4x6 6x8 4x8 3x6 2x4 2x4 3x6 4x4 2x4 6x8 4x4 3x4 4x4 7x10 4x8 3x8 5x6 6-7-0 6-7-0 13-1-0 6-6-0 13-1-8 0-0-8 13-2-0 0-0-8 21-8-4 8-6-4 29-11-0 8-2-12 30-3-0 0-4-0 35-1-8 4-10-8 40-4-0 5-2-8 44-11-0 4-7-0 -1-0-0 1-0-0 6-7-0 6-7-0 13-0-0 6-5-0 18-7-11 5-7-11 24-8-14 6-1-3 29-11-0 5-2-2 35-1-8 5-2-8 40-4-0 5-2-8 44-11-0 4-7-0 0-6-67-0-64-8-142-0-07-0-66.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-4-8], [16:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.34 0.85 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.34 0.04 (loc) 16-17 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 318 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-21: 2x6 SP No.2, 7-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 5-3-0 oc bracing: 19-21 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-19, 8-12 REACTIONS. (size)2=0-8-0, 11=0-4-0, 21=0-4-0 Max Horz 2=301(LC 12) Max Uplift 2=-238(LC 12), 11=-600(LC 12), 21=-994(LC 12) Max Grav 2=482(LC 17), 11=1237(LC 22), 21=1971(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-433/200, 3-4=-140/355, 4-5=-90/288, 5-6=-1538/1006, 6-7=-2076/1395, 7-8=-2057/1392, 8-9=-743/613, 9-10=-883/593, 10-11=-1194/816 BOT CHORD 2-22=-372/480, 21-22=-372/480, 19-21=-1619/1028, 4-19=-493/399, 17-19=-647/1074, 16-17=-1109/1882, 7-16=-287/325, 12-13=-762/1257 WEBS 3-22=0/277, 3-21=-761/591, 5-19=-1695/1092, 5-17=-402/856, 6-17=-636/543, 6-16=-166/260, 13-16=-796/1351, 8-16=-650/1123, 8-13=-427/375, 8-12=-867/524, 10-12=-611/1014 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 27-1-11, Interior(1) 27-1-11 to 40-4-0, Exterior(2E) 40-4-0 to 44-9-4 zone;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 238 lb uplift at joint 2, 600 lb uplift at joint 11 and 994 lb uplift at joint 21. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A63 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24063320 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:58 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-iQ9QKGFSwfx_n9fo?WUwbe?_ch08EezjFIOm1YzEZm? Scale = 1:79.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 22 23 24 25 26 27 28 29 30 5x8 ST1.5x8 STP 5x12 5x6 4x6 4x4 2x4 3x4 3x4 7x8 2x4 3x10 7x8 5x6 5x6 3x6 5x8 4x6 5-7-0 5-7-0 11-0-0 5-5-0 18-10-14 7-10-14 26-8-0 7-9-2 34-5-2 7-9-2 42-4-0 7-10-14 44-11-0 2-7-0 -1-0-0 1-0-0 5-7-0 5-7-0 11-0-0 5-5-0 18-10-14 7-10-14 26-8-0 7-9-2 34-5-2 7-9-2 42-4-0 7-10-14 44-11-0 2-7-0 0-6-66-0-64-8-146-0-66.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-12], [5:0-4-0,0-4-8], [7:0-4-0,0-4-8], [8:0-7-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.44 0.93 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.59 0.18 (loc) 14-15 14-15 10 l/defl >999 >908 n/a L/d 240 180 n/a PLATES MT20 Weight: 302 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 5-14, 7-14, 8-12 REACTIONS. (size)2=0-8-0, 10=0-4-0 Max Horz 2=304(LC 12) Max Uplift 2=-949(LC 12), 10=-891(LC 12) Max Grav 2=2225(LC 17), 10=2027(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4060/2101, 3-4=-3566/1942, 4-5=-4078/2315, 5-6=-3960/2188, 6-7=-3960/2188, 7-8=-2920/1671, 8-9=-1012/567, 9-10=-2041/1116 BOT CHORD 2-18=-2059/3666, 17-18=-2059/3666, 15-17=-1739/3216, 14-15=-2233/4102, 12-14=-1604/2969, 11-12=-460/863 WEBS 3-17=-524/395, 4-17=-108/530, 4-15=-599/1212, 5-15=-501/447, 6-14=-442/420, 7-14=-718/1259, 7-12=-1171/899, 8-12=-1378/2552, 8-11=-1308/925, 9-11=-959/1802 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 25-1-11, Interior(1) 25-1-11 to 42-4-0, Exterior(2E) 42-4-0 to 44-8-4 zone;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 949 lb uplift at joint 2 and 891 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A64 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24063321 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:15:59 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-AdjoYbG4hy3rOJE_YE?97rY255MIz4VtTy8JZ_zEZm_ Scale = 1:79.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 24 25 26 27 5x8 ST1.5x8 STP 5x6 3x6 4x6 4x6 4x4 2x4 3x4 4x8 2x4 7x8 2x4 2x4 3x8 7x8 2x4 2x4 5x12 4x6 4-7-0 4-7-0 9-0-0 4-5-0 14-11-4 5-11-4 20-10-8 5-11-4 26-9-12 5-11-4 32-9-0 5-11-4 38-8-4 5-11-4 44-11-0 6-2-12 -1-0-0 1-0-0 4-7-0 4-7-0 9-0-0 4-5-0 14-11-4 5-11-4 20-10-8 5-11-4 26-9-12 5-11-4 32-9-0 5-11-4 38-8-4 5-11-4 44-11-0 6-2-12 0-6-65-0-66.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-12], [6:0-4-0,0-4-8], [8:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.84 0.94 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.51 -0.67 0.22 (loc) 15-16 15-16 11 l/defl >999 >797 n/a L/d 240 180 n/a PLATES MT20 Weight: 295 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, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-12, 10-12 REACTIONS. (size)11=0-4-0, 2=0-8-0 Max Horz 2=316(LC 12) Max Uplift 11=-893(LC 12), 2=-950(LC 12) Max Grav 11=1790(LC 1), 2=1852(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3415/2114, 3-4=-3157/2025, 4-5=-3862/2513, 5-6=-3862/2513, 6-7=-4173/2522, 7-8=-4173/2522, 8-9=-2071/1219, 9-10=-2071/1219, 10-11=-1731/1098 BOT CHORD 2-20=-2112/2976, 19-20=-2112/2976, 17-19=-1898/2803, 16-17=-2709/4310, 15-16=-2709/4310, 13-15=-2009/3411, 12-13=-2009/3411 WEBS 3-19=-307/276, 4-19=-76/296, 4-17=-782/1345, 5-17=-362/402, 6-17=-570/351, 7-15=-368/326, 8-15=-652/969, 8-12=-1703/1033, 9-12=-393/438, 10-12=-1523/2580 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 23-1-11, Interior(1) 23-1-11 to 44-9-4 zone;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 893 lb uplift at joint 11 and 950 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss A65 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T24063322 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:03 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-3OyJNzJbkBZGtwYln335HhirXij8vwVSOa6XhmzEZlw Scale = 1:79.2 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 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 8x10 ST1.5x8 STP 8x10 6x8 3x6 5x6 7x8 4x4 2x4 4x4 4x6 4x6 4x4 3x6 4x8 4x6 4x4 8x10 4x6 4x6 5x8 6x8 3-11-4 3-11-4 7-0-0 3-0-12 12-6-4 5-6-4 17-10-12 5-4-8 23-3-4 5-4-8 28-7-12 5-4-8 34-0-4 5-4-8 39-4-12 5-4-8 44-11-0 5-6-4 -1-0-0 1-0-0 3-11-4 3-11-4 7-0-0 3-0-12 12-6-4 5-6-4 17-10-12 5-4-8 23-3-4 5-4-8 28-7-12 5-4-8 34-0-4 5-4-8 39-4-12 5-4-8 44-11-0 5-6-4 0-6-64-0-66.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-4], [4:0-5-0,0-3-10], [6:0-5-0,0-6-0], [9:0-5-0,0-6-0], [12:Edge,0-3-8], [13:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.43 0.94 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.67 0.15 (loc) 17-18 17-18 12 l/defl >963 >799 n/a L/d 240 180 n/a PLATES MT20 Weight: 694 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* 1-4: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 15-19: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-18,6-17,8-17,9-16,10-14,11-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. REACTIONS. (size)12=0-4-0, 2=0-8-0 Max Horz 2=252(LC 25) Max Uplift 12=-2225(LC 8), 2=-2162(LC 8) Max Grav 12=4105(LC 29), 2=3816(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7552/4217, 3-4=-7684/4343, 4-5=-10638/5934, 5-6=-12731/7004, 6-7=-13297/7270, 7-8=-13297/7270, 8-9=-12305/6702, 9-10=-9748/5293, 10-11=-5704/3095, 11-12=-3984/2254 BOT CHORD 2-22=-3882/6745, 21-22=-3882/6745, 20-21=-3952/6898, 18-20=-5931/10636, 17-18=-7038/12777, 16-17=-6702/12305, 14-16=-5357/9846, 13-14=-3095/5704 WEBS 3-21=-449/520, 4-21=-91/508, 4-20=-2353/4481, 5-20=-2163/1431, 5-18=-1281/2532, 6-18=-1113/831, 6-17=-360/659, 7-17=-725/661, 8-17=-702/1185, 8-16=-1373/1042, 9-16=-1618/2959, 9-14=-2363/1555, 10-14=-2622/4826, 10-13=-3408/2168, 11-13=-3666/6747 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 2225 lb uplift at joint 12 and 2162 lb uplift at joint 2.Continued on page 2 May 25,2021 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 2711493 Truss A65 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T24063322 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:03 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-3OyJNzJbkBZGtwYln335HhirXij8vwVSOa6XhmzEZlw NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 330 lb down and 411 lb up at 7-0-0, 232 lb down and 221 lb up at 9-0-12, 232 lb down and 221 lb up at 11-0-12, 232 lb down and 221 lb up at 13-0-12, 232 lb down and 221 lb up at 15-0-12, 232 lb down and 221 lb up at 17-0-12, 232 lb down and 221 lb up at 19-0-12, 232 lb down and 221 lb up at 21-0-12, 232 lb down and 221 lb up at 23-0-12, 232 lb down and 221 lb up at 25-0-12, 232 lb down and 221 lb up at 27-0-12, 232 lb down and 221 lb up at 29-0-12, 232 lb down and 221 lb up at 31-0-12, 232 lb down and 221 lb up at 33-0-12, 232 lb down and 221 lb up at 35-0-12, 232 lb down and 221 lb up at 37-0-12, 232 lb down and 221 lb up at 39-0-12, and 232 lb down and 221 lb up at 41-0-12, and 232 lb down and 221 lb up at 43-0-12 on top chord, and 296 lb down and 152 lb up at 7-0-0, 83 lb down at 9-0-12, 83 lb down at 11-0-12, 83 lb down at 13-0-12, 83 lb down at 15-0-12, 83 lb down at 17-0-12, 83 lb down at 19-0-12, 83 lb down at 21-0-12, 83 lb down at 23-0-12, 83 lb down at 25-0-12, 83 lb down at 27-0-12, 83 lb down at 29-0-12, 83 lb down at 31-0-12, 83 lb down at 33-0-12, 83 lb down at 35-0-12, 83 lb down at 37-0-12, 83 lb down at 39-0-12, and 83 lb down at 41-0-12, and 83 lb down at 43-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-11=-60, 12-23=-20 Concentrated Loads (lb) Vert: 4=-280(B) 21=-296(B) 7=-135(B) 17=-58(B) 15=-58(B) 26=-135(B) 27=-135(B) 28=-135(B) 29=-135(B) 30=-135(B) 31=-135(B) 33=-135(B) 35=-135(B) 36=-135(B) 37=-135(B) 38=-135(B) 39=-135(B) 40=-135(B) 41=-135(B) 42=-135(B) 43=-135(B) 44=-135(B) 45=-58(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) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss AG1 Truss Type Monopitch Girder Qty 1 Ply 2 Job Reference (optional) T24063323 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:04 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-XaWhbJKDVVh7V47yLnaKqvF2966deZ4cdEr4ECzEZlv Scale = 1:14.7 1 2 37 4x6 ST1.5x8 STP 2x4 2x4 3-8-0 3-8-0 3-8-0 3-8-0 0-6-62-4-66.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MP 0.31 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 0.00 (loc) 3-6 3-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 3=Mechanical Max Horz 1=105(LC 21) Max Uplift 1=-422(LC 8), 3=-470(LC 8) Max Grav 1=1041(LC 25), 3=1031(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 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 422 lb uplift at joint 1 and 470 lb uplift at joint 3. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1754 lb down and 762 lb up at 1-8-12 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: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 7=-1495(B) May 25,2021 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 2711493 Truss B01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24063324 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:06 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-TzeS0?MT16xrkNGKTCdovKKRXwzl6S4v4YKBI4zEZlt Scale = 1:37.6 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 4x8 3x4 5x6 4x4 4x8 3x4 20-8-0 20-8-0 -1-0-0 1-0-0 10-4-0 10-4-0 20-8-0 10-4-0 21-8-0 1-0-0 0-6-65-4-80-6-66.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-2-0], [12:0-1-0,0-2-0], [18:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.12 0.05 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-8-0. (lb) - Max Horz 2=258(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 22, 14 except 2=-118(LC 12), 19=-110(LC 12), 20=-108(LC 12), 21=-114(LC 12), 17=-110(LC 12), 16=-108(LC 12), 15=-114(LC 12), 12=-118(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 17, 16, 15, 14, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-114/301, 6-7=-116/400, 7-8=-116/400, 8-9=-81/268 BOT CHORD 21-22=-81/251, 20-21=-81/251, 19-20=-81/251, 18-19=-81/251, 17-18=-81/251, 16-17=-81/251, 15-16=-81/251, 14-15=-81/251 WEBS 6-19=-163/279, 5-20=-149/301, 4-21=-152/298, 3-22=-158/295, 8-17=-161/277, 9-16=-150/302, 10-15=-151/298, 11-14=-161/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 10-4-0, Corner(3R) 10-4-0 to 20-4-0, Exterior(2N) 20-4-0 to 21-8-0 zone;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 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 14 except (jt=lb) 2=118, 19=110, 20=108, 21=114, 17=110, 16=108, 15=114, 12=118. 11) No notches allowed in overhang and 10000 from left end and 10000 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. May 25,2021 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 2711493 Truss B02 Truss Type Common Qty 5 Ply 1 Job Reference (optional) T24063325 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:07 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-x9BqDLM5oQ3iMXrX0v81SXtW2KCgrsA2JC4kqXzEZls Scale = 1:38.0 1 2 3 4 5 6 7 9 8 16 17 4x4 ST1.5x8 STP ST1.5x8 STP 5x6 3x4 4x6 2x4 2x4 4x4 6-11-5 6-11-5 13-8-11 6-9-5 20-8-0 6-11-5 -1-0-0 1-0-0 5-3-0 5-3-0 10-4-0 5-1-0 15-5-0 5-1-0 20-8-0 5-3-0 21-8-0 1-0-0 0-6-65-8-60-6-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-8], [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.46 0.45 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.13 0.03 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-274(LC 10) Max Uplift 2=-489(LC 12), 6=-489(LC 12) Max Grav 2=887(LC 1), 6=887(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1371/1128, 3-4=-1210/1100, 4-5=-1210/1100, 5-6=-1371/1128 BOT CHORD 2-9=-858/1290, 8-9=-401/821, 6-8=-850/1163 WEBS 4-8=-379/519, 5-8=-361/478, 4-9=-379/519, 3-9=-360/478 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 10-4-0, Exterior(2R) 10-4-0 to 20-8-0, Interior(1) 20-8-0 to 21-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=489, 6=489. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss B03 Truss Type Common Qty 5 Ply 1 Job Reference (optional) T24063326 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:07 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-x9BqDLM5oQ3iMXrX0v81SXtW1KCdrs52JC4kqXzEZls Scale = 1:37.8 1 2 3 4 5 6 8 7 15 16 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 5x6 3x4 4x6 2x4 2x4 6-11-5 6-11-5 13-8-11 6-9-5 20-8-0 6-11-5 -1-0-0 1-0-0 5-3-0 5-3-0 10-4-0 5-1-0 15-5-0 5-1-0 20-8-0 5-3-0 0-6-65-8-60-6-66.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-4], [6:Edge,0-1-4], [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.46 0.46 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.13 0.03 (loc) 7-8 7-8 6 l/defl >999 >999 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 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=266(LC 11) Max Uplift 6=-404(LC 12), 2=-491(LC 12) Max Grav 6=825(LC 1), 2=888(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1374/1143, 3-4=-1213/1114, 4-5=-1219/1107, 5-6=-1380/1135 BOT CHORD 2-8=-932/1279, 7-8=-477/810, 6-7=-896/1172 WEBS 4-7=-385/528, 5-7=-366/482, 4-8=-376/519, 3-8=-360/478 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 10-4-0, Exterior(2R) 10-4-0 to 20-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=404, 2=491. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss B04 Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) T24063327 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:09 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-tYJae0OMK1KQbr?v8KAVXyyyy7?gJpzLmVZrvPzEZlq Scale = 1:37.7 1 2 3 4 5 9 10 11 12 13 6 7 8 22 21 20 19 18 17 16 15 144x8 3x4 4x6 5x6 4x6 4x8 3x4 2-4-0 2-4-0 17-8-0 15-4-0 20-0-0 2-4-0 -1-0-0 1-0-0 2-4-0 2-4-0 6-0-1 3-8-1 13-11-15 7-11-14 17-8-0 3-8-1 20-0-0 2-4-0 21-0-0 1-0-0 0-6-63-2-80-6-63-2-86.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-2-0], [5:0-0-0,0-0-0], [9:0-0-0,0-0-0], [12:0-1-0,0-2-0], [18:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.11 0.04 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 99 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 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-0-0. (lb) - Max Horz 2=154(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 19, 20, 22, 14 except 2=-136(LC 12), 21=-113(LC 12), 15=-113(LC 12), 12=-136(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 16, 17, 18, 19, 20, 21, 15, 12, 22, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-62/250, 7-8=-62/250 WEBS 4-21=-147/288, 10-15=-146/290, 3-22=-143/269, 11-14=-146/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone;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) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 18, 19, 20, 22, 14 except (jt=lb) 2=136, 21=113, 15=113, 12=136. 12) No notches allowed in overhang and 10000 from left end and 10000 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. May 25,2021 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 2711493 Truss B05 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T24063328 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:10 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-LktzrMP_5LSHD?a6i2hk4AV2XXEl2GfU?9IORszEZlp Scale = 1:36.2 1 2 3 4 5 6 7 8 10 9 5x6 ST1.5x8 STP ST1.5x8 STP 4x4 5x6 2x4 3x4 5x6 2x4 4x4 6-8-11 6-8-11 13-3-5 6-6-10 20-0-0 6-8-11 -1-0-0 1-0-0 4-1-1 4-1-1 8-0-1 3-11-0 11-11-15 3-11-14 15-10-15 3-11-0 20-0-0 4-1-1 21-0-0 1-0-0 0-6-64-6-70-6-64-6-76.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-7], [5:0-3-0,0-2-7], [10:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.44 0.43 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.16 0.03 (loc) 10-13 10-13 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-218(LC 10) Max Uplift 2=-476(LC 12), 7=-476(LC 12) Max Grav 2=860(LC 1), 7=860(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1342/1083, 3-4=-1158/956, 4-5=-915/896, 5-6=-1160/958, 6-7=-1342/1082 BOT CHORD 2-10=-819/1253, 9-10=-528/915, 7-9=-829/1143 WEBS 3-10=-327/338, 4-10=-129/321, 5-9=-131/320, 6-9=-325/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=476, 7=476. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss B06 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T24063329 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:11 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-qxRL3iPcsea8q99IFlDzcN1DHxazngYeEp2yzIzEZlo Scale = 1:36.7 1 2 3 4 5 6 8 7 15 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 5x6 3x4 4x6 2x4 2x4 6-8-11 6-8-11 13-3-5 6-6-10 20-0-0 6-8-11 -1-0-0 1-0-0 5-1-0 5-1-0 10-0-0 4-11-0 14-11-0 4-11-0 20-0-0 5-1-0 0-6-65-6-60-6-66.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-1-8], [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.44 0.43 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.12 0.03 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=258(LC 11) Max Uplift 6=-391(LC 12), 2=-478(LC 12) Max Grav 6=798(LC 1), 2=861(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1325/1134, 3-4=-1170/1106, 4-5=-1176/1088, 5-6=-1331/1112 BOT CHORD 2-8=-926/1233, 7-8=-478/783, 6-7=-878/1130 WEBS 4-7=-334/507, 5-7=-351/429, 4-8=-371/498, 3-8=-346/470 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 10-0-0, Exterior(2E) 10-0-0 to 20-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=391, 2=478. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss B07 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T24063330 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:12 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-I7?jG2QEdyi?SIkUpSkC9baPlLssW3WnTTnVWkzEZln Scale = 1:36.3 1 2 3 4 5 9 8 7 61617181920 21 22 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 4x6 4x4 3x4 2x4 7x8 3x4 2x4 5-1-0 5-1-0 10-0-0 4-11-0 14-11-0 4-11-0 20-0-0 5-1-0 5-1-0 5-1-0 10-0-0 4-11-0 14-11-0 4-11-0 20-0-0 5-1-0 0-6-65-6-60-6-66.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-13], [5:Edge,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.33 0.65 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.15 0.04 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 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 5-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=-242(LC 6) Max Uplift 1=-1449(LC 8), 5=-1440(LC 8) Max Grav 1=2893(LC 29), 5=2621(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5017/2561, 2-3=-3592/1989, 3-4=-3590/1988, 4-5=-4848/2667 BOT CHORD 1-9=-2203/4558, 7-9=-2203/4558, 6-7=-2295/4277, 5-6=-2295/4277 WEBS 3-7=-1530/2873, 4-7=-1427/858, 4-6=-469/946, 2-7=-1594/753, 2-9=-362/1078 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: 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1449, 5=1440. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 568 lb down and 256 lb up at 2-0-0, 386 lb down and 182 lb up at 4-0-0, 449 lb down and 191 lb up at 6-0-0, 506 lb down and 222 lb up at 8-0-0, 537 lb down and 334 lb up at 10-0-0, 606 lb down and 387 lb up at 12-0-0, 442 lb down and 239 lb up at 14-0-0, and 320 lb down and 196 lb up at 16-0-0, and 239 lb down and 168 lb up at 18-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 25,2021 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 2711493 Truss B07 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T24063330 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:12 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-I7?jG2QEdyi?SIkUpSkC9baPlLssW3WnTTnVWkzEZln LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 10-13=-20 Concentrated Loads (lb) Vert: 8=-434(B) 7=-522(B) 16=-487(B) 17=-386(B) 18=-488(B) 19=-576(B) 20=-425(B) 21=-310(B) 22=-232(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 2711493 Truss B08 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24063331 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:13 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-mJZ5UORsOGqs4SJgNAFRho7QDkH3FYRxh7X22BzEZlm Scale = 1:47.3 3 4 5 7 8 10 1 2 6 9 15 14 12 11 28 29 30 31 32 24 25 13 26 27 5x6 ST1.5x8 STP 4x6 4x4 3x4 3x6 10x12 3x10 3x4 3x4 5x6 3x4 4-0-0 4-0-0 7-11-4 3-11-4 10-3-8 2-4-4 11-8-12 1-5-4 15-8-0 3-11-4 -1-0-0 1-0-0 4-0-0 4-0-0 6-4-8 2-4-8 7-11-4 1-6-12 11-8-12 3-9-8 15-8-0 3-11-4 0-6-62-8-62-8-66.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.93 0.33 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 0.01 (loc) 14-15 14-15 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 4-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-11,3-15: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8 REACTIONS.All bearings 5-8-0 except (jt=length) 2=0-8-0, 13=0-3-8. (lb) - Max Horz 2=482(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 13 except 11=-180(LC 8), 2=-299(LC 8), 12=-485(LC 8) Max Grav All reactions 250 lb or less at joint(s) 11, 13 except 2=677(LC 1), 12=958(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-781/293, 4-5=-797/531, 5-7=-769/547, 7-8=-769/547, 8-10=-204/320, 9-10=-306/285, 2-3=-982/335, 4-6=-353/182 BOT CHORD 2-15=-584/874, 14-15=-572/848, 13-14=-258/143, 12-13=-258/143 WEBS 7-14=-620/611, 8-14=-881/1278, 8-12=-736/508, 10-12=-279/126, 6-7=-742/701 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 11=180, 2=299, 12=485. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 342 lb up at 4-0-0, 148 lb down and 148 lb up at 6-0-12, 148 lb down and 152 lb up at 8-0-12, 149 lb down and 152 lb up at 10-0-12, and 148 lb down and 152 lb up at 12-0-12, and 148 lb down and 152 lb up at 14-0-12 on top chord, and 78 lb down at 4-0-0, 36 lb down at 6-0-12, 36 lb down at 8-0-12, and 36 lb down at 12-0-12, and 36 lb down at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. May 25,2021 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 2711493 Truss B08 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24063331 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:13 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-mJZ5UORsOGqs4SJgNAFRho7QDkH3FYRxh7X22BzEZlm LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 3-4=-60, 11-21=-20, 1-3=-60, 4-9=-60 Concentrated Loads (lb) Vert: 14=-26(B) 6=-44(B) 24=-70(B) 25=-26(B) 26=-26(B) 27=-26(B) 28=-104(B) 29=-44(B) 30=-44(B) 31=-44(B) 32=-44(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 2711493 Truss B09 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T24063332 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:14 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-EV7ThkSU9ZyihcttxtmgE0fm28d0_uT4wnGcadzEZll Scale = 1:46.9 1 2 3 4 5 10 9 8 7 6 15 11 2x4 ST1.5x8 STP 3x4 2x4 4x4 4x4 7x8 4x4 5x12 5-2-8 5-2-8 9-11-0 4-8-8 10-3-0 0-4-0 15-8-0 5-5-0 -1-0-0 1-0-0 5-2-8 5-2-8 9-11-0 4-8-8 15-8-0 5-9-0 0-6-68-4-67-4-61-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [7:0-6-4,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.22 0.35 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.05 (loc) 6-7 6-7 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-9: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 7-9 WEBS 1 Row at midpt 5-11 REACTIONS. (size)2=0-8-0, 11=0-4-0 Max Horz 2=509(LC 12) Max Uplift 2=-269(LC 12), 11=-418(LC 12) Max Grav 2=729(LC 17), 11=749(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-994/449, 3-4=-791/412, 6-11=-749/679 BOT CHORD 2-10=-959/989, 4-7=-283/468, 6-7=-716/770 WEBS 3-10=-147/289, 7-10=-940/978, 3-7=-260/282, 4-6=-922/866 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 15-6-4 zone;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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=269, 11=418. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). May 25,2021 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 2711493 Truss B10 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T24063333 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:15 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-iigrv4T6wt4ZJmS3UbHvnDCu7YzNjMrD9R0973zEZlk Scale = 1:46.9 1 2 3 4 5 10 9 8 7 6 16 11 5x6 ST1.5x8 STP 2x4 3x6 3x4 2x4 4x4 4x4 4x4 5x12 0-4-0 0-4-0 5-2-8 4-10-8 9-11-0 4-8-8 10-3-0 0-4-0 15-8-0 5-5-0 5-2-8 5-2-8 9-11-0 4-8-8 15-8-0 5-9-0 0-8-68-4-67-4-61-0-06.00 12 Plate Offsets (X,Y)-- [1:0-4-4,0-0-3], [3:0-3-0,0-3-0], [7:0-6-4,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.39 0.34 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.04 (loc) 6-7 6-7 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-9: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 SLIDER Left 2x4 SP No.3 -t 1-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 7-9 WEBS 1 Row at midpt 5-11 REACTIONS. (size)1=0-4-0, 11=0-4-0 Max Horz 1=453(LC 12) Max Uplift 1=-171(LC 12), 11=-420(LC 12) Max Grav 1=648(LC 17), 11=737(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-876/451, 3-4=-749/402, 6-11=-737/698 BOT CHORD 1-10=-963/910, 4-7=-277/430, 6-7=-728/741 WEBS 3-10=-133/266, 7-10=-932/884, 3-7=-213/282, 4-6=-886/876 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 10-4-0, Interior(1) 10-4-0 to 15-6-4 zone;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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=171, 11=420. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). May 25,2021 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 2711493 Truss B11 Truss Type MONOPITCH GIRDER Qty 1 Ply 3 Job Reference (optional) T24063334 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:16 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-AuEE6PTlgBCQxw1F2Io8JRl1ByAMSpPNN5ljfVzEZlj Scale = 1:49.9 1 2 3 4 9 8 7 6 5 14 15 16 17 18 19 20 21 10 5x6 ST1.5x8 STP 2x4 7x8 6x8 4x6 5x8 8x10 7x10 0-4-0 0-4-0 5-2-8 4-10-8 9-11-0 4-8-8 10-3-0 0-4-0 15-8-0 5-5-0 5-2-8 5-2-8 9-11-0 4-8-8 15-8-0 5-9-0 0-8-68-4-67-4-61-0-06.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-3-5], [2:0-3-0,0-3-0], [3:0-1-12,0-1-12], [5:0-4-8,0-2-8], [6:0-8-4,0-5-4], [8:0-4-4,0-1-0], [9:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.56 0.87 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.22 0.15 (loc) 5-6 5-6 10 l/defl >999 >816 n/a L/d 240 180 n/a PLATES MT20 Weight: 345 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 3-8: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-10: 2x4 SP M 31, 6-9: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 6-8 WEBS 1 Row at midpt 4-10 REACTIONS. (size)1=0-4-0, 10=0-4-0 Max Horz 1=453(LC 8) Max Uplift 1=-4015(LC 8), 10=-3887(LC 8) Max Grav 1=9042(LC 2), 10=8192(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-13299/5858, 2-3=-8888/3927, 5-10=-8192/3887 BOT CHORD 1-9=-5594/11810, 8-9=-798/1636, 6-8=-1089/2524, 3-6=-4092/9138, 5-6=-3902/8213 WEBS 2-9=-1626/3357, 6-9=-4879/10339, 2-6=-4072/1938, 3-5=-9795/4649 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 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 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) 1=4015, 10=3887. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2181 lb down and 990 lb up at 1-8-0, 2181 lb down and 990 lb up at 3-8-0, 2181 lb down and 992 lb up at 4-8-0, 2184 lb down and 997 lb up at 6-8-0, 2184 lb down and 1002 lb up at 8-8-0, 1814 lb down and 822 lb up at 10-8-0, and 1701 lb down and 790 lb up at 12-8-0, and 1733 lb down and 793 lb up at 14-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). May 25,2021 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 2711493 Truss B11 Truss Type MONOPITCH GIRDER Qty 1 Ply 3 Job Reference (optional) T24063334 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:16 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-AuEE6PTlgBCQxw1F2Io8JRl1ByAMSpPNN5ljfVzEZlj LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 8-11=-20, 7-8=-20, 5-6=-20 Concentrated Loads (lb) Vert: 14=-1992(F) 15=-1992(F) 16=-1992(F) 17=-1995(F) 18=-1995(F) 19=-1631(F) 20=-1561(F) 21=-1564(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 2711493 Truss B12 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T24063335 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:17 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-e4ocJlUNRUKHY4cSc0JNseHDJMcGBNfWclVGByzEZli Scale = 1:36.9 1 2 3 4 5 6 10 9 8 717181920 21 22 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 4x6 3x8 4x4 3x4 2x4 3x4 2x4 5-1-0 5-1-0 10-0-0 4-11-0 14-11-0 4-11-0 20-0-0 5-1-0 -1-0-0 1-0-0 5-1-0 5-1-0 10-0-0 4-11-0 14-11-0 4-11-0 20-0-0 5-1-0 0-6-65-6-60-6-66.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-7], [6:0-1-12,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.47 0.50 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 0.11 -0.03 (loc) 8-10 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 223 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=258(LC 7) Max Uplift 6=-2389(LC 8), 2=-1661(LC 8) Max Grav 6=1763(LC 37), 2=1955(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3615/3119, 3-4=-2365/2583, 4-5=-2377/2585, 5-6=-3111/4189 BOT CHORD 2-10=-2693/3336, 8-10=-2693/3336, 7-8=-3661/2712, 6-7=-3661/2712 WEBS 4-8=-2055/1801, 5-8=-1106/1896, 5-7=-1831/732, 3-8=-1418/702, 3-10=-355/1018 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: 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=2389, 2=1661. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 624 lb down and 387 lb up at 5-0-0, 421 lb down and 248 lb up at 7-0-0, 428 lb down and 264 lb up at 9-0-0, 218 lb down and 468 lb up at 11-0-0, 227 lb down and 550 lb up at 13-0-0, 247 lb down and 655 lb up at 15-0-0, and 249 lb down and 659 lb up at 16-0-0, and 230 lb down and 591 lb up at 18-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 May 25,2021 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 2711493 Truss B12 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T24063335 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:17 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-e4ocJlUNRUKHY4cSc0JNseHDJMcGBNfWclVGByzEZli LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 11-14=-20 Concentrated Loads (lb) Vert: 7=233(B) 10=-624(B) 17=-407(B) 18=-420(B) 19=146(B) 20=187(B) 21=238(B) 22=211(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 2711493 Truss B13 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24063336 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:18 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-6HM_X5V?CoS8ADBeAjrcOsqUVl3SwurgrPEpjOzEZlh Scale = 1:38.7 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 3x4 4x8 5x6 4x4 3x4 4x8 21-4-0 21-4-0 -1-0-0 1-0-0 10-8-0 10-8-0 21-4-0 10-8-0 22-4-0 1-0-0 0-6-65-6-80-6-66.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-2-0], [12:0-1-0,0-2-0], [18:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.12 0.06 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.01 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-4-0. (lb) - Max Horz 2=-266(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-121(LC 12), 19=-109(LC 12), 20=-109(LC 12), 21=-110(LC 12), 22=-111(LC 12), 17=-109(LC 12), 16=-109(LC 12), 15=-110(LC 12), 14=-111(LC 12), 12=-121(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 17, 16, 15, 14, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-116/310, 6-7=-119/407, 7-8=-119/408, 8-9=-84/284 BOT CHORD 21-22=-84/259, 20-21=-84/259, 19-20=-84/259, 18-19=-84/259, 17-18=-84/259, 16-17=-84/259, 15-16=-84/259, 14-15=-84/259 WEBS 6-19=-163/263, 5-20=-151/306, 4-21=-146/287, 3-22=-177/332, 8-17=-161/261, 9-16=-152/307, 10-15=-145/286, 11-14=-180/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 10-8-0, Corner(3R) 10-8-0 to 20-8-0, Exterior(2N) 20-8-0 to 22-4-0 zone;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 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 2, 109 lb uplift at joint 19, 109 lb uplift at joint 20, 110 lb uplift at joint 21, 111 lb uplift at joint 22, 109 lb uplift at joint 17, 109 lb uplift at joint 16, 110 lb uplift at joint 15, 111 lb uplift at joint 14 and 121 lb uplift at joint 12. 11) No notches allowed in overhang and 10000 from left end and 10000 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. May 25,2021 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 2711493 Truss B14 Truss Type Common Qty 5 Ply 1 Job Reference (optional) T24063337 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:19 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-bTwMkRWdz6a?oNmqjQMrx3NZt9I3fHpp43_NGqzEZlg Scale = 1:39.4 1 2 3 4 5 6 7 9 8 16 17 18 19 4x4 ST1.5x8 STP ST1.5x8 STP 5x6 3x4 4x6 2x4 2x4 4x4 7-2-0 7-2-0 14-2-0 7-0-0 21-4-0 7-2-0 -1-0-0 1-0-0 5-5-0 5-5-0 10-8-0 5-3-0 15-11-0 5-3-0 21-4-0 5-5-0 22-4-0 1-0-0 0-6-65-10-60-6-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-8], [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.47 0.48 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.14 0.04 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-282(LC 10) Max Uplift 2=-502(LC 12), 6=-502(LC 12) Max Grav 2=913(LC 1), 6=913(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1420/1139, 3-4=-1254/1110, 4-5=-1254/1110, 5-6=-1420/1139 BOT CHORD 2-9=-868/1336, 8-9=-404/849, 6-8=-864/1205 WEBS 4-8=-383/539, 5-8=-374/485, 4-9=-383/539, 3-9=-374/485 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 10-8-0, Exterior(2R) 10-8-0 to 20-8-0, Interior(1) 20-8-0 to 22-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 502 lb uplift at joint 2 and 502 lb uplift at joint 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss B15 Truss Type Common Qty 5 Ply 1 Job Reference (optional) T24063338 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:20 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-3fUkynWFkPisQXL1H8t4UHvkcZeFOjyzIjjwoHzEZlf Scale = 1:38.9 1 2 3 4 5 6 8 7 15 16 17 18 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 5x6 3x4 4x6 2x4 2x4 7-2-0 7-2-0 14-2-0 7-0-0 21-4-0 7-2-0 -1-0-0 1-0-0 5-5-0 5-5-0 10-8-0 5-3-0 15-11-0 5-3-0 21-4-0 5-5-0 0-6-65-10-60-6-66.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-4], [6:0-0-0,0-1-4], [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.47 0.48 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.14 0.03 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=274(LC 11) Max Uplift 6=-417(LC 12), 2=-504(LC 12) Max Grav 6=852(LC 1), 2=915(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1423/1153, 3-4=-1256/1124, 4-5=-1262/1117, 5-6=-1429/1147 BOT CHORD 2-8=-941/1325, 7-8=-479/838, 6-7=-903/1214 WEBS 4-7=-390/547, 5-7=-379/490, 4-8=-380/539, 3-8=-374/485 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 10-8-0, Exterior(2R) 10-8-0 to 20-8-0, Interior(1) 20-8-0 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 417 lb uplift at joint 6 and 504 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss C1 Truss Type Jack-Open Qty 10 Ply 1 Job Reference (optional) T24063339 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:21 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-Xs2797XtVjqj1hwDrrOJ0US_Sz5g7FH6XNTTKjzEZle Scale = 1:7.8 1 2 3 4 3x4 ST1.5x8 STP 0-10-15 0-10-15 -1-0-0 1-0-0 0-10-15 0-10-15 0-6-60-11-140-7-30-11-146.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MP 0.14 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 2 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 0-10-15 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=72(LC 12) Max Uplift 3=-12(LC 9), 2=-135(LC 12), 4=-4(LC 1) Max Grav 3=13(LC 17), 2=133(LC 17), 4=19(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 3, 135 lb uplift at joint 2 and 4 lb uplift at joint 4. May 25,2021 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 2711493 Truss C3 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) T24063340 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:21 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-Xs2797XtVjqj1hwDrrOJ0USzZz3d7FH6XNTTKjzEZle Scale = 1:12.8 1 2 3 4 3x4 ST1.5x8 STP 2-10-15 2-10-15 -1-0-0 1-0-0 2-10-15 2-10-15 0-6-61-11-146.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MP 0.20 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 4-7 4-7 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 2-10-15 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=131(LC 12) Max Uplift 3=-74(LC 12), 2=-126(LC 12) Max Grav 3=91(LC 17), 2=192(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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 74 lb uplift at joint 3 and 126 lb uplift at joint 2. May 25,2021 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 2711493 Truss C5 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T24063341 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue May 25 09:22:19 2021 Page 1 ProBuild, Plant City, FL, 33563 ID:1GUe3u0MODFI7dF2MaL?wAz22s2-m5lSNsrmBFOK0nrHTPUfttiGfqQ9w4UCN7aVtDzD0Lo Scale = 1:17.7 1 2 3 4 ST1.5x8 STP 4x4 4-10-15 4-10-15 -1-0-0 1-0-0 4-10-15 4-10-15 0-6-62-11-146.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.64 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.06 -0.02 (loc) 4-7 4-7 3 l/defl >895 >933 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. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)3=130/Mechanical, 2=260/0-8-0, 4=58/Mechanical Max Horz 2=190(LC 12) Max Uplift 3=-135(LC 12), 2=-144(LC 12) Max Grav 3=164(LC 17), 2=273(LC 17), 4=89(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 135 lb uplift at joint 3 and 144 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard May 25,2021 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 2711493 Truss E4 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) T24063342 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:24 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-xRjFn9ZmoeDIu8eoW_x0e74RfA1jKc1YDLh8x2zEZlb Scale = 1:15.5 1 2 3 4 3x4 ST1.5x8 STP 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-6-62-6-62-1-122-6-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.40 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.01 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=163(LC 12) Max Uplift 3=-107(LC 12), 2=-135(LC 12) Max Grav 3=131(LC 17), 2=236(LC 17), 4=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 107 lb uplift at joint 3 and 135 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss E4E Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24063343 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:24 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-xRjFn9ZmoeDIu8eoW_x0e74RfA1kKc1YDLh8x2zEZlb Scale = 1:15.5 1 2 3 4 3x4 -1-0-0 1-0-0 4-0-0 4-0-0 0-6-62-6-62-1-122-6-66.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.40 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.01 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.All bearings 4-0-0 except (jt=length) 3=Mechanical, 3=Mechanical. (lb) - Max Horz 2=163(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 3=-107(LC 12), 2=-135(LC 12) Max Grav All reactions 250 lb or less at joint(s) 3, 3, 2, 4, 2 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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) Lumber designated with a "P" is pressure-treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 3, 135 lb uplift at joint 2 and 135 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss E7 Truss Type Jack-Open Qty 27 Ply 1 Job Reference (optional) T24063344 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue May 25 09:23:12 2021 Page 1 ProBuild, Plant City, FL, 33563 ID:1GUe3u0MODFI7dF2MaL?wAz22s2-jISUUzU0iX3ptwOS42x4X2OMwBQ_r2b?ZtwoDfzD0Kz Scale = 1:22.6 1 2 3 4 ST1.5x8 STP 4x6 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-6-64-0-63-7-124-0-66.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.54 0.86 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.21 -0.03 (loc) 4-7 4-7 3 l/defl >406 >406 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 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. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)3=195/Mechanical, 2=342/0-8-0, 4=78/Mechanical Max Horz 2=253(LC 12) Max Uplift 3=-200(LC 12), 2=-167(LC 12) Max Grav 3=245(LC 17), 2=361(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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 200 lb uplift at joint 3 and 167 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard May 25,2021 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 2711493 Truss E7V Truss Type Jack-Open Qty 11 Ply 1 Job Reference (optional) T24063345 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:26 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-tpr0Cqb0KFT?8SoAeP_UjY9gV_a8oWWrhfAE?wzEZlZ Scale: 1/2"=1' 1 2 3 4 5 4x6 3x4 ST1.5x8 STP -1-0-0 1-0-0 7-0-0 7-0-0 0-6-64-0-62-5-63-7-121-7-06.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.89 0.90 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.20 -0.07 (loc) 5-10 5-10 4 l/defl >366 >420 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 -t 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=253(LC 12) Max Uplift 4=-185(LC 12), 2=-172(LC 12) Max Grav 4=227(LC 17), 2=378(LC 17), 5=115(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-277/110 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 4 and 172 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. May 25,2021 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 2711493 Truss E24 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T24063346 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:22 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-?2bVNTYVG1yafrVPPZvYZi?9CNQ_siXFm1C1s9zEZld Scale = 1:11.4 1 2 3 4 3x4 ST1.5x8 STP 2-4-0 2-4-0 -1-0-0 1-0-0 2-4-0 2-4-0 0-6-61-8-61-3-121-8-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MP 0.14 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 4-7 3 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 2-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=113(LC 12) Max Uplift 3=-56(LC 12), 2=-123(LC 12) Max Grav 3=70(LC 17), 2=171(LC 17), 4=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 56 lb uplift at joint 3 and 123 lb uplift at joint 2. May 25,2021 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 2711493 Truss E38 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24063347 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:23 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-TE9tapZ81K4RH?4byGQn5vXHkmiCb9nP_hyaPbzEZlc Scale = 1:14.7 1 2 3 4 3x4 ST1.5x8 STP 3-8-0 3-8-0 -1-0-0 1-0-0 3-8-0 3-8-0 0-6-62-4-61-11-122-4-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MP 0.35 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.01 (loc) 4-7 4-7 3 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.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=153(LC 12) Max Uplift 3=-97(LC 12), 2=-132(LC 12) Max Grav 3=118(LC 17), 2=222(LC 17), 4=67(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 97 lb uplift at joint 3 and 132 lb uplift at joint 2. May 25,2021 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 2711493 Truss E52 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T24063348 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue May 25 09:24:05 2021 Page 1 ProBuild, Plant City, FL, 33563 ID:1GUe3u0MODFI7dF2MaL?wAz22s2-gV9Xc57GDplIk4yeggNWAE5MVZaym0jplcG6b4zD0K8 Scale = 1:19.2 1 2 3 4 ST1.5x8 STP 4x4 5-2-8 5-2-8 -1-0-0 1-0-0 5-2-8 5-2-8 0-6-63-1-102-9-03-1-106.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.73 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.08 -0.02 (loc) 4-7 4-7 3 l/defl >759 >795 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. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)3=139/Mechanical, 2=272/0-8-0, 4=61/Mechanical Max Horz 2=199(LC 12) Max Uplift 3=-143(LC 12), 2=-147(LC 12) Max Grav 3=175(LC 17), 2=286(LC 17), 4=94(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 143 lb uplift at joint 3 and 147 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard May 25,2021 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 2711493 Truss EG5 Truss Type Monopitch Girder Qty 1 Ply 2 Job Reference (optional) T24063349 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:16:27 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-M0POQAce5ZbslcNNB6VjGli01O7uXzm_vJwoYNzEZlY Scale = 1:17.8 1 2 3 8 4 9 3x4 2x4 2x4 1-10-8 1-10-8 4-11-4 3-0-12 4-11-4 4-11-4 0-6-63-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MP 0.14 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 3-4 7 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-10-8, 3=Mechanical, 4=0-3-8 Max Horz 1=143(LC 8) Max Uplift 1=-78(LC 6), 3=-86(LC 8), 4=-355(LC 8) Max Grav 1=237(LC 29), 3=139(LC 28), 4=686(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 1, 86 lb uplift at joint 3 and 355 lb uplift at joint 4. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 547 lb down and 276 lb up at 1-0-0, and 90 lb down and 51 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 3-5=-20 Concentrated Loads (lb) Vert: 8=-460(B) 9=-90(B) May 25,2021 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 2711493 Truss FW01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Job Reference (optional) T24063350 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:17:21 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-mOgoleGWN9OCEvVlMSTOS8xEF9ZBBMCxKi?fREzEZki Scale = 1:109.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 65 66 4x6 4x6 4x6 4x6 4x6 2x4 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x4 2x4 2x4 7x8 2x4 2x4 2x4 2x4 4x4 2x4 2x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x8 2x4 2x4 2x4 2x4 6x8 2x4 2x4 2x4 2x4 2x4 2x4 4x4 2x4 2x4 4x4 4x6 58-8-0 58-8-0 -1-0-0 1-0-0 20-11-3 20-11-3 32-4-13 11-5-10 41-0-0 8-7-3 46-4-0 5-4-0 58-8-0 12-4-0 0-6-66-8-611-0-00-6-611-0-06.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-4-8], [19:0-4-0,0-3-8], [27:0-4-0,0-3-8], [42:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.15 0.06 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.02 (loc) 1 1 33 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 678 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS Web Brace: Length (member) 8-1-0 (19-47); 8-1-0 (18-49); 8-1-0 (17-50); 8-1-0 (16-51); 8-1-0 (15-52); 8-1-0 (14-53); 7-10-0 (12-54); 6-10-0 (11-55); 7-1-4 (20-46); 6-1-4 (21-45); REACTIONS.All bearings 58-8-0. (lb) - Max Horz 2=523(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 49, 50, 51, 52, 53, 54, 60, 61, 46, 40, 39 except 2=-115(LC 12), 55=-109(LC 12), 56=-115(LC 12), 58=-112(LC 12), 59=-201(LC 12), 62=-114(LC 12), 63=-175(LC 12), 45=-116(LC 12), 44=-108(LC 12), 43=-149(LC 12), 42=-104(LC 12), 38=-112(LC 12), 37=-110(LC 12), 36=-111(LC 12), 35=-178(LC 12) Max Grav All reactions 250 lb or less at joint(s) 33, 2, 47, 49, 50, 51, 52, 53, 54, 55, 56, 58, 60, 61, 62, 63, 64, 46, 45, 44, 43, 42, 40, 39, 38, 37, 36, 35, 34 except 59=268(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-349/330, 3-4=-348/338, 4-5=-325/310, 5-6=-301/277, 6-7=-278/252, 7-8=-270/295, 8-9=-247/383, 9-10=-225/482, 10-11=-202/585, 11-12=-207/682, 12-13=-206/655, 13-14=-200/672, 14-15=-200/672, 15-16=-200/672, 16-17=-200/672, 17-18=-200/672, 18-19=-200/672, 19-20=-213/675, 20-21=-183/586, 21-22=-147/483, 22-23=-114/387, 23-24=-59/255, 24-25=-70/273, 25-26=-70/273, 26-27=-70/273, 27-28=-70/259, 31-32=-293/127 BOT CHORD 62-63=-169/407, 61-62=-169/407, 60-61=-169/407, 59-60=-169/407, 58-59=-154/467, 56-58=-154/467, 55-56=-154/467, 54-55=-154/467, 53-54=-154/467, 52-53=-154/467, 51-52=-154/467, 50-51=-154/467, 49-50=-154/467, 47-49=-154/467, 46-47=-154/467, 45-46=-154/467, 44-45=-154/467, 43-44=-154/467, 42-43=-154/467, 40-42=-154/467, 39-40=-154/467, 38-39=-155/468, 37-38=-155/468, 36-37=-155/468, 35-36=-155/468 WEBS 5-62=-157/312, 4-63=-145/281, 20-46=-149/261, 21-45=-155/313, 22-44=-152/299, 23-43=-146/310, 29-37=-151/303, 30-36=-154/302, 31-35=-142/273, 32-35=-109/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 20-11-3, Corner(3R) 20-11-3 to 30-11-3, Exterior(2N) 30-11-3 to 32-4-13, Corner(3E) 32-4-13 to 41-0-0, Exterior(2N) 41-0-0 to 46-4-0, Corner(3R) 46-4-0 to 56-4-13, Exterior(2N) 56-4-13 to 58-8-0 zone;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.Continued on page 2 May 25,2021 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 2711493 Truss FW01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Job Reference (optional) T24063350 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:17:21 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-mOgoleGWN9OCEvVlMSTOS8xEF9ZBBMCxKi?fREzEZki NOTES- 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) All plates are 3x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 49, 50, 51, 52, 53, 54, 60, 61, 46, 40, 39 except (jt=lb) 2=115, 55=109, 56=115, 58=112, 59=201, 62=114, 63=175, 45=116, 44=108, 43=149, 42=104, 38=112, 37=110, 36=111, 35=178. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss FW02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Job Reference (optional) T24063351 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:18:20 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-Ylk68pzWUHqqpzW5JL1DLatJLxi1V2pduOoH?JzEZjn Scale = 1:114.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 65 64 63 62 61 60 59 58 57 56 55 54 53 5251 50 49 48 47 46 45 44 4342 41 40 39 38 37 36 35 66 67 4x6 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 4x6 5x6 4x6 4x6 4x6 4x6 6x8 4x4 4x4 6x8 4x4 4x4 4x6 58-8-0 58-8-0 -1-0-0 1-0-0 20-11-3 20-11-3 32-4-13 11-5-10 40-5-8 8-0-11 45-9-8 5-4-0 58-8-0 12-10-8 0-6-66-11-1011-0-00-6-611-0-06.00 12 Plate Offsets (X,Y)-- [20:0-4-0,0-3-8], [24:0-3-0,0-3-8], [43:0-4-0,0-1-4], [51:0-2-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.15 0.06 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.02 (loc) 1 1 34 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 671 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS Web Brace: Length (member) 8-1-0 (20-48); 8-1-0 (19-49); 8-1-0 (18-50); 8-1-0 (17-52); 8-1-0 (16-53); 8-1-0 (15-54); 7-10-0 (13-55); 6-10-0 (12-56); 7-1-4 (21-47); 6-1-4 (22-46); REACTIONS.All bearings 58-8-0. (lb) - Max Horz 2=524(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 49, 50, 52, 53, 54, 55, 47, 43, 41, 40 except 2=-109(LC 8), 56=-110(LC 12), 57=-115(LC 12), 59=-108(LC 12), 60=-108(LC 12), 61=-108(LC 12), 62=-108(LC 12), 63=-110(LC 12), 64=-186(LC 12), 46=-115(LC 12), 45=-123(LC 12), 44=-151(LC 12), 39=-114(LC 12), 38=-109(LC 12), 37=-111(LC 12), 36=-176(LC 12) Max Grav All reactions 250 lb or less at joint(s) 34, 2, 48, 49, 50, 52, 53, 54, 55, 56, 57, 59, 60, 61, 62, 63, 64, 65, 47, 46, 45, 44, 43, 41, 40, 39, 38, 37, 36, 35 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-356/345, 3-4=-362/367, 4-5=-339/339, 5-7=-315/307, 7-8=-292/277, 8-9=-269/292, 9-10=-245/388, 10-11=-222/485, 11-12=-199/588, 12-13=-212/685, 13-14=-210/658, 14-15=-205/675, 15-16=-205/675, 16-17=-205/675, 17-18=-205/675, 18-19=-205/675, 19-20=-205/675, 20-21=-218/678, 21-22=-188/595, 22-23=-153/493, 23-24=-115/384, 24-25=-83/307, 25-26=-84/308, 26-27=-84/308, 27-28=-95/308, 28-29=-76/273, 32-33=-275/129 BOT CHORD 2-65=-189/254, 64-65=-189/254, 63-64=-157/459, 62-63=-157/459, 61-62=-157/459, 60-61=-157/459, 59-60=-157/459, 57-59=-157/459, 56-57=-157/459, 55-56=-157/459, 54-55=-157/459, 53-54=-157/459, 52-53=-157/459, 50-52=-157/459, 49-50=-157/459, 48-49=-157/459, 47-48=-157/459, 46-47=-157/459, 45-46=-157/459, 44-45=-157/459, 43-44=-157/456, 41-43=-157/456, 40-41=-157/456, 39-40=-157/456, 38-39=-157/456, 37-38=-157/456, 36-37=-157/456 WEBS 7-62=-151/270, 5-63=-153/305, 4-64=-145/281, 21-47=-149/260, 22-46=-155/312, 23-45=-161/320, 24-44=-137/299, 29-39=-154/258, 30-38=-152/301, 31-37=-154/302, 32-36=-142/273, 3-64=-88/271, 33-36=-110/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 20-11-3, Corner(3R) 20-11-3 to 30-11-3, Exterior(2N) 30-11-3 to 32-4-13, Corner(3E) 32-4-13 to 40-5-8, Exterior(2N) 40-5-8 to 45-9-8, Corner(3R) 45-9-8 to 55-9-8, Exterior(2N) 55-9-8 to 58-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60Continued on page 2 May 25,2021 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 2711493 Truss FW02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Job Reference (optional) T24063351 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:18:21 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-0xIUL9_9EbyhR75Ht2YStoQU5L2GEV2m72XqYmzEZjm NOTES- 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) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 49, 50, 52, 53, 54, 55, 47, 43, 41, 40 except (jt=lb) 2=109, 56=110, 57=115, 59=108, 60=108, 61=108, 62=108, 63=110, 64=186, 46=115, 45=123, 44=151, 39=114, 38=109, 37=111, 36=176. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss FW03 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Job Reference (optional) T24063352 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:19:16 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-vW6HuzffHUtuXaorb61McOCuHWp7dNgtm5MEz4zEZiv Scale = 1:98.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 59 60 61 4x6 4x6 4x6 4x6 2x4 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7x8 2x4 2x4 2x4 2x4 4x4 2x4 2x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x4 2x4 2x4 4x4 4x6 4x6 4x6 53-4-0 53-4-0 -1-0-0 1-0-0 20-11-3 20-11-3 32-4-13 11-5-10 53-4-0 20-11-3 0-6-611-0-00-6-611-0-06.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-4-8], [19:0-4-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.14 0.06 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.02 (loc) 1 1 30 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 621 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS Web Brace: Length (member) 8-1-0 (19-41); 8-1-0 (18-42); 8-1-0 (17-43); 8-1-0 (16-44); 8-1-0 (15-46); 8-1-0 (14-47); 7-10-0 (12-48); 6-10-0 (11-49); 7-1-4 (20-40); 6-1-4 (21-39); REACTIONS.All bearings 53-4-0. (lb) - Max Horz 2=524(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 42, 43, 44, 46, 47, 40, 31, 30 except 2=-108(LC 8), 49=-110(LC 12), 50=-115(LC 12), 52=-108(LC 12), 53=-112(LC 12), 54=-109(LC 12), 55=-103(LC 12), 56=-110(LC 12), 57=-185(LC 12), 39=-117(LC 12), 37=-109(LC 12), 36=-108(LC 12), 35=-109(LC 12), 34=-108(LC 12), 33=-113(LC 12), 32=-186(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 41, 42, 43, 44, 46, 47, 48, 49, 50, 52, 53, 54, 55, 56, 57, 58, 40, 39, 37, 36, 35, 34, 33, 32, 31, 30 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-352/340, 3-4=-355/357, 4-5=-331/329, 5-6=-308/298, 6-7=-285/268, 7-8=-262/270, 8-9=-238/370, 9-10=-215/467, 10-11=-192/569, 11-12=-213/666, 12-13=-211/642, 13-14=-205/658, 14-15=-205/658, 15-16=-205/658, 16-17=-205/658, 17-18=-205/658, 18-19=-205/658, 19-20=-219/679, 20-21=-189/596, 21-22=-153/493, 22-23=-119/395, 23-25=-85/299 BOT CHORD 56-57=-164/449, 55-56=-164/449, 54-55=-164/449, 53-54=-163/453, 52-53=-163/453, 50-52=-163/453, 49-50=-163/453, 48-49=-163/453, 47-48=-163/453, 46-47=-163/453, 44-46=-163/453, 43-44=-163/453, 42-43=-163/453, 41-42=-163/453, 40-41=-163/453, 39-40=-163/453, 37-39=-163/453, 36-37=-163/453, 35-36=-163/453, 34-35=-163/453, 33-34=-163/453, 32-33=-163/453 WEBS 6-55=-145/262, 5-56=-154/306, 4-57=-145/281, 26-34=-151/284, 27-33=-156/310, 3-57=-87/274, 29-32=-123/327 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 20-11-3, Corner(3R) 20-11-3 to 30-11-3, Exterior(2N) 30-11-3 to 32-4-13, Corner(3R) 32-4-13 to 42-4-13, Exterior(2N) 42-4-13 to 53-4-0 zone;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) Provide adequate drainage to prevent water ponding.Continued on page 2 May 25,2021 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 2711493 Truss FW03 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Job Reference (optional) T24063352 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:19:17 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-Njgf5IfH2o0l9kN29pYb9bk30v9MMqw0?l5oVWzEZiu NOTES- 6) All plates are 3x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 42, 43, 44, 46, 47, 40, 31, 30 except (jt=lb) 2=108, 49=110, 50=115, 52=108, 53=112, 54=109, 55=103, 56=110, 57=185, 39=117, 37=109, 36=108, 35=109, 34=108, 33=113, 32=186. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss FW04 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24063353 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:19:29 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-10PBcPpoEUW2baILsKmPe7E?MlDCAADnmd?QwpzEZii Scale = 1:103.0 1 2 3 4 5 6 7 8 9 10 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 66 67 68 69 70 71 72 73 74 75 5x6 ST1.5x8 STP 3x4 3x4 3x4 3x4 3x4 4x6 4x6 6x8 6x8 7x8 4x4 4x4 4x4 7x8 4x4 4x6 4x6 4x4 4x6 7-1-1 7-1-1 14-0-2 6-11-1 20-11-3 6-11-1 26-8-0 5-8-13 32-4-13 5-8-13 39-3-14 6-11-1 46-2-15 6-11-1 49-8-0 3-5-1 53-4-0 3-8-0 -1-0-0 1-0-0 7-1-1 7-1-1 14-0-2 6-11-1 20-11-3 6-11-1 26-8-0 5-8-13 32-4-13 5-8-13 39-3-14 6-11-1 46-2-15 6-11-1 53-4-0 7-1-1 0-6-611-0-00-6-611-0-06.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-5-0], [5:0-3-0,0-4-0], [7:0-4-0,0-3-8], [8:0-4-0,0-4-8], [33:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-AS 0.63 0.18 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.05 (loc) 65 65 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 537 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS Web Brace: Length (member) 8-1-0 (6-24); REACTIONS.All bearings 49-8-0 except (jt=length) 10=0-8-0. (lb) - Max Horz 2=523(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-523(LC 12), 24=-251(LC 12), 33=-588(LC 12), 37=-145(LC 12), 16=-536(LC 12), 12=-293(LC 1), 10=-306(LC 12), 11=-417(LC 12) Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 26, 27, 28, 29, 30, 32, 34, 35, 36, 37, 38, 20, 19, 17, 15, 14, 13, 12 except 2=768(LC 1), 24=454(LC 22), 33=858(LC 17), 16=811(LC 18), 10=568(LC 1), 11=727(LC 1), 11=727(LC 1), 2=768(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1399/1149, 3-4=-1245/959, 4-5=-1098/1071, 5-6=-836/1108, 6-7=-836/1108, 7-8=-1086/1087, 8-9=-1208/974, 9-10=-998/699 BOT CHORD 2-38=-974/1377, 37-38=-974/1377, 36-37=-695/1198, 35-36=-695/1198, 34-35=-695/1198, 33-34=-695/1198, 32-33=-395/902, 30-32=-395/902, 29-30=-395/902, 28-29=-395/902, 27-28=-395/902, 26-27=-395/902, 24-26=-395/902, 23-24=-395/902, 22-23=-395/902, 21-22=-395/902, 20-21=-395/902, 19-20=-395/902, 17-19=-395/902, 16-17=-395/902, 15-16=-622/1021, 14-15=-622/1021, 13-14=-622/1021, 12-13=-622/1021, 11-12=-564/880, 10-11=-564/880 WEBS 6-24=-413/371, 3-37=-254/461, 9-11=-629/555, 9-12=-163/316, 8-16=-788/794, 4-33=-844/854 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 9-0-0, Interior(1) 9-0-0 to 20-11-3, Exterior(2E) 20-11-3 to 32-4-13, Exterior(2R) 32-4-13 to 46-6-8, Interior(1) 46-6-8 to 53-4-0 zone;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) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 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.Continued on page 2 May 25,2021 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 2711493 Truss FW04 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24063353 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:19:29 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-10PBcPpoEUW2baILsKmPe7E?MlDCAADnmd?QwpzEZii NOTES- 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 2, 251 lb uplift at joint 24, 588 lb uplift at joint 33, 145 lb uplift at joint 37, 536 lb uplift at joint 16, 293 lb uplift at joint 12, 306 lb uplift at joint 10, 417 lb uplift at joint 11 and 523 lb uplift at joint 2. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss FW05 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Job Reference (optional) T24063354 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:20:36 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-ZvyWgJdqS3zX7tvDHvT6sGWYel5QNWieAYkTnRzEZhf Scale = 1:116.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3532 33 34 36 65 64 63 62 61 60 59 58 57 56 55 54 5352 51 50 49 48 47 46 45 4443 42 41 40 39 38 37 66 67 68 69 4x6 4x6 4x6 4x6 4x6 4x6 2x4 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x4 2x4 2x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x8 4x4 3x8 3x10 3x8 3x8 7x10 4x6 52-10-0 52-10-0 58-8-0 5-10-0 -1-0-0 1-0-0 20-11-3 20-11-3 32-4-13 11-5-10 41-5-8 9-0-11 52-10-0 11-4-8 54-2-0 1-4-0 58-8-0 4-6-0 0-6-66-5-103-5-611-0-00-6-611-0-06.00 12 Plate Offsets (X,Y)-- [19:0-4-0,0-3-8], [32:0-5-8,0-3-8], [39:0-3-8,0-3-0], [44:0-4-0,0-1-4], [52:0-2-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.23 0.15 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.01 (loc) 35 31-35 36 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 693 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 13-19, 24-35, 30-38, 32-34. Except: 6-0-0 oc bracing: 33-34 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS Web Brace: Length (member) 8-1-0 (19-49); 8-1-0 (18-50); 8-1-0 (17-51); 8-1-0 (16-53); 8-1-0 (15-54); 8-1-0 (14-55); 7-10-0 (12-56); 6-10-0 (11-57); 7-1-4 (20-48); 6-1-4 (21-47); JOINTS 1 Brace at Jt(s): 32 REACTIONS.All bearings 58-8-0. (lb) - Max Horz 2=-441(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 38, 36, 2, 50, 51, 53, 54, 55, 56, 65, 48, 44, 42, 41, 40, 39 except 57=-110(LC 12), 58=-113(LC 12), 60=-108(LC 12), 61=-108(LC 12), 62=-108(LC 12), 63=-117(LC 12), 64=-193(LC 12), 47=-115(LC 12), 46=-108(LC 12), 45=-110(LC 12), 37=-391(LC 12) Max Grav All reactions 250 lb or less at joint(s) 38, 36, 2, 49, 50, 51, 53, 54, 55, 56, 57, 58, 60, 61, 62, 63, 64, 48, 47, 46, 45, 44, 42, 41, 40, 39 except 65=281(LC 17), 37=429(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-302/285, 3-4=-297/293, 4-6=-275/283, 6-7=-251/249, 8-9=-204/278, 9-10=-181/376, 10-11=-158/477, 11-12=-155/575, 12-13=-161/565, 13-14=-153/577, 14-15=-153/577, 15-16=-153/577, 16-17=-153/577, 17-18=-153/577, 18-19=-153/576, 19-20=-162/570, 20-21=-130/442, 21-22=-95/295, 33-34=-110/404 BOT CHORD 63-64=-94/286, 62-63=-94/286, 61-62=-94/286, 60-61=-94/286, 58-60=-94/286, 57-58=-94/286, 56-57=-94/286, 55-56=-94/286, 54-55=-94/286, 53-54=-94/286, 51-53=-94/286, 50-51=-94/286, 49-50=-94/286, 48-49=-94/286, 47-48=-94/286, 46-47=-94/286, 45-46=-94/286, 44-45=-94/286, 42-44=-94/286, 41-42=-94/286, 40-41=-94/286, 39-40=-94/286 WEBS 6-63=-161/290, 20-48=-151/267, 21-47=-155/311, 22-46=-152/298, 23-45=-142/281, 34-37=-310/1012, 31-33=-181/657, 3-64=-126/339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 20-11-3, Corner(3R) 20-11-3 to 30-11-3, Exterior(2N) 30-11-3 to 32-4-13, Corner(3E) 32-4-13 to 41-5-8, Exterior(2N) 41-5-8 to 55-8-0, Corner(3E) 54-0-4 to 58-8-0 zone;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.Continued on page 2 May 25,2021 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 2711493 Truss FW05 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Job Reference (optional) T24063354 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:20:36 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-ZvyWgJdqS3zX7tvDHvT6sGWYel5QNWieAYkTnRzEZhf NOTES- 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) All plates are 3x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38, 36, 2, 50, 51, 53, 54, 55, 56, 65, 48, 44, 42, 41, 40, 39 except (jt=lb) 57=110, 58=113, 60=108, 61=108, 62=108, 63=117, 64=193, 47=115, 46=108, 45=110, 37=391. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss FW06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Job Reference (optional) T24063355 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:21:49 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-wys6?HVdFV9AO5?F3kHEJf10DB1CzYDOyPwqrizEZgW Scale = 1:116.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2526 27 28 29 30 31 32 3633 34 35 37 38 69 68 67 66 65 64 63 62 61 60 59 58 57 5655 54 53 52 51 50 49 48 4746 45 44 43 42 41 40 39 70 71 72 73 4x6 4x6 4x6 4x6 4x6 4x6 2x4 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x4 2x4 2x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x4 4x4 4x4 3x8 2x4 4x4 7x10 4x6 3x8 3x8 52-10-0 52-10-0 58-8-0 5-10-0 -1-0-0 1-0-0 20-11-3 20-11-3 32-4-13 11-5-10 42-0-0 9-7-3 52-10-0 10-10-0 54-2-0 1-4-0 58-8-0 4-6-0 0-6-66-2-63-5-611-0-00-6-611-0-06.00 12 Plate Offsets (X,Y)-- [20:0-4-0,0-3-8], [33:0-7-8,0-3-8], [47:0-4-0,0-1-4], [55:0-2-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.23 0.04 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.01 (loc) 36 32-36 38 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 698 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 31-41: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 14-20, 25-36, 31-41, 33-37. Except: 6-0-0 oc bracing: 34-35, 35-37 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS Web Brace: Length (member) 8-1-0 (20-52); 8-1-0 (19-53); 8-1-0 (18-54); 8-1-0 (17-56); 8-1-0 (16-57); 8-1-0 (15-58); 7-10-0 (13-59); 6-10-0 (12-60); 7-1-4 (21-51); 6-1-4 (22-50); JOINTS 1 Brace at Jt(s): 35, 33 REACTIONS.All bearings 58-8-0. (lb) - Max Horz 2=-446(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 41, 38, 2, 53, 54, 56, 57, 58, 59, 51, 47, 45, 44, 43, 39 except 60=-110(LC 12), 61=-113(LC 12), 63=-108(LC 12), 64=-108(LC 12), 65=-108(LC 12), 66=-108(LC 12), 67=-109(LC 12), 68=-180(LC 12), 50=-115(LC 12), 49=-109(LC 12), 48=-109(LC 12), 42=-102(LC 12), 40=-273(LC 12) Max Grav All reactions 250 lb or less at joint(s) 41, 38, 2, 52, 53, 54, 56, 57, 58, 59, 60, 61, 63, 64, 65, 66, 67, 68, 69, 51, 50, 49, 48, 47, 45, 44, 43, 42, 40, 39 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-306/307, 3-4=-330/336, 4-5=-297/308, 5-7=-273/276, 9-10=-203/300, 10-11=-180/398, 11-12=-157/499, 12-13=-161/597, 13-14=-167/583, 14-15=-159/596, 15-16=-159/596, 16-17=-159/596, 17-18=-159/596, 18-19=-159/596, 19-20=-159/596, 20-21=-168/591, 21-22=-137/464, 22-23=-101/317, 34-35=-95/365 BOT CHORD 67-68=-102/300, 66-67=-102/300, 65-66=-102/300, 64-65=-102/300, 63-64=-102/300, 61-63=-102/300, 60-61=-102/300, 59-60=-102/300, 58-59=-102/300, 57-58=-102/300, 56-57=-102/300, 54-56=-102/300, 53-54=-102/300, 52-53=-102/300, 51-52=-102/300, 50-51=-102/300, 49-50=-102/300, 48-49=-102/300, 47-48=-102/300, 45-47=-102/300, 44-45=-102/300, 43-44=-102/300, 42-43=-102/300 WEBS 7-66=-151/270, 5-67=-153/305, 4-68=-145/281, 21-51=-151/266, 22-50=-154/311, 23-49=-153/299, 24-48=-148/291, 35-40=-172/704, 3-68=-81/260, 32-34=-181/659 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 20-11-3, Corner(3R) 20-11-3 to 30-11-3, Exterior(2N) 30-11-3 to 32-4-13, Corner(3E) 32-4-13 to 42-0-0, Exterior(2N) 42-0-0 to 55-8-0, Corner(3E) 54-0-4 to 58-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Continued on page 2 May 25,2021 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 2711493 Truss FW06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Job Reference (optional) T24063355 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:21:49 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-wys6?HVdFV9AO5?F3kHEJf10DB1CzYDOyPwqrizEZgW NOTES- 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) Provide adequate drainage to prevent water ponding. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 41, 38, 2, 53, 54, 56, 57, 58, 59, 51, 47, 45, 44, 43, 39 except (jt=lb) 60=110, 61=113, 63=108, 64=108, 65=108, 66=108, 67=109, 68=180, 50=115, 49=109, 48=109, 42=102, 40=273. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2711493 Truss H4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24063356 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:21:55 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-l6DOFKaOrLwK60SPP?NeZwH_fc?UNJzGKLN93MzEZgQ Scale: 3/4"=1' 1 2 8 9 3 10 11 4 3x4 ST1.5x8 STP 5-7-2 5-7-2 -1-5-0 1-5-0 2-8-15 2-8-15 5-7-2 2-10-3 0-6-62-6-20-4-42-1-142-6-24.24 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MP 0.49 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.09 0.01 (loc) 4-7 4-7 2 l/defl >999 >712 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=162(LC 8) Max Uplift 3=-134(LC 8), 2=-217(LC 8) Max Grav 3=145(LC 1), 2=319(LC 1), 4=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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=134, 2=217. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 30 lb up at 1-4-9, 1 lb down and 30 lb up at 1-4-9, and 4 lb down and 81 lb up at 4-2-8, and 4 lb down and 81 lb up at 4-2-8 on top chord, and 5 lb up at 1-4-9, 5 lb up at 1-4-9, and 5 lb down at 4-2-8, and 5 lb down at 4-2-8 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=-60, 4-5=-20 Concentrated Loads (lb) Vert: 11=-10(F=-5, B=-5) May 25,2021 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 2711493 Truss H7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T24063357 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:21:57 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-hVL8g0beNyA2LKcoXQQ6eLNGuPZCr9TZofsF7EzEZgO Scale = 1:23.5 1 2 3 4 8 7 12 13 14 5 15 16 17 6 3x4 ST1.5x8 STP 2x4 3x4 3x4 2x4 4-10-7 4-10-7 8-2-1 3-3-10 9-10-1 1-8-0 -1-5-0 1-5-0 4-10-7 4-10-7 8-2-1 3-3-10 9-10-1 1-8-0 0-6-64-0-20-4-43-7-144-0-24.24 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MSH 0.77 0.86 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.23 0.01 (loc) 7-8 7-8 6 l/defl >658 >505 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=252(LC 8) Max Uplift 5=-128(LC 8), 2=-295(LC 8), 6=-142(LC 8) Max Grav 5=230(LC 1), 2=529(LC 1), 6=266(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-804/260 BOT CHORD 2-8=-393/715, 7-8=-393/715 WEBS 3-8=-26/312, 3-7=-831/457 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 5=128, 2=295, 6=142. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 30 lb up at 1-4-9, 1 lb down and 30 lb up at 1-4-9, 4 lb down and 81 lb up at 4-2-8, 4 lb down and 81 lb up at 4-2-8, and 45 lb down and 131 lb up at 7-0-7, and 45 lb down and 131 lb up at 7-0-7 on top chord, and 5 lb up at 1-4-9, 5 lb up at 1-4-9, 5 lb down at 4-2-8, 5 lb down at 4-2-8, and 32 lb down at 7-0-7, and 32 lb down at 7-0-7 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: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 14=-90(F=-45, B=-45) 16=-10(F=-5, B=-5) 17=-59(F=-29, B=-29) May 25,2021 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 2711493 Truss H24 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24063358 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:21:52 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-LXYFdIYVYQXlFYjqksqxxHfX0O1LAyEqeN8VS1zEZgT Scale = 1:11.2 1 2 8 3 9 4 3x4 ST1.5x8 STP 3-2-14 3-2-14 -1-5-0 1-5-0 3-2-14 3-2-14 0-6-61-8-20-4-41-3-141-8-24.24 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MP 0.20 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=113(LC 8) Max Uplift 3=-67(LC 8), 2=-189(LC 8) Max Grav 3=90(LC 28), 2=243(LC 28), 4=57(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 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 studs spaced at 2-0-0 oc. 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) 3 except (jt=lb) 2=189. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 43 lb up at 1-4-9, and 101 lb down and 43 lb up at 1-4-9 on top chord, and 20 lb down and 8 lb up at 1-4-9, and 20 lb down and 8 lb up at 1-4-9 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=-60, 4-5=-20 May 25,2021 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 2711493 Truss H38 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24063359 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:21:53 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-pj5dreY7JjfcsiI1IaLATVCfUoLqvPTzt1u2_TzEZgS Scale = 1:15.1 1 2 8 9 3 10 11 4 3x4 ST1.5x8 STP 5-1-8 5-1-8 -1-5-0 1-5-0 5-1-8 5-1-8 0-6-62-4-21-11-142-4-24.24 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-MP 0.41 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 4-7 4-7 2 l/defl >999 >892 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=0-8-0, 4=Mechanical Max Horz 2=152(LC 8) Max Uplift 3=-135(LC 8), 2=-212(LC 8) Max Grav 3=138(LC 1), 2=303(LC 1), 4=104(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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=135, 2=212. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 30 lb up at 1-4-9, 1 lb down and 30 lb up at 1-4-9, and 7 lb down and 77 lb up at 4-2-8, and 7 lb down and 77 lb up at 4-2-8 on top chord, and 5 lb up at 1-4-9, 5 lb up at 1-4-9, and 9 lb down at 4-2-8, and 9 lb down at 4-2-8 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=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=-7(F=-4, B=-4) 11=-19(F=-9, B=-9) May 25,2021 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 2711493 Truss MV01 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24063360 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:21:58 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-9hvWuMcG8GIvzTB_47xLAYvYSp5Qae1j1JbpfhzEZgN Scale = 1:21.2 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 4-0-0 4-0-0 6-9-8 2-9-8 3-4-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.09 0.17 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: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-9-8, 4=6-9-8, 5=6-9-8 Max Horz 1=180(LC 12) Max Uplift 4=-48(LC 12), 5=-206(LC 12) Max Grav 1=107(LC 1), 4=84(LC 17), 5=365(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-341/151 WEBS 2-5=-318/580 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=206. May 25,2021 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 2711493 Truss MV02 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24063361 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:21:59 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-dtTu5iduvZQmadlAeqSajmSeqDP5J7ysFyLMC7zEZgM Scale = 1:14.8 1 2 3 2x4 2x4 2x4 4-9-8 4-9-8 2-4-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.61 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-9-8, 3=4-9-8 Max Horz 1=120(LC 12) Max Uplift 1=-49(LC 12), 3=-109(LC 12) Max Grav 1=172(LC 17), 3=193(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-180/330 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=109. May 25,2021 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 2711493 Truss MV03 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24063362 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:00 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-641HJ2eWgtYcCnKNCYzpGz_wzdng2aC?Uc4wkZzEZgL Scale = 1:9.8 1 2 3 2x4 2x4 2x4 2-9-8 2-9-8 1-4-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.04 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: 9 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 10-0-0 oc bracing. REACTIONS. (size)1=2-9-8, 3=2-9-8 Max Horz 1=61(LC 12) Max Uplift 1=-25(LC 12), 3=-55(LC 12) Max Grav 1=87(LC 17), 3=97(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. May 25,2021 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 2711493 Truss MV04 Truss Type VALLEY Qty 1 Ply 1 Job Reference (optional) T24063363 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:01 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-aGafWNe9RBgTqxvZmFU2oBX3m06Dn?q9jGqTG0zEZgK Scale = 1:20.0 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 4-0-0 4-0-0 6-5-0 2-5-0 3-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.26 0.09 0.17 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: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-6-8, 4=6-6-8, 5=6-6-8 Max Horz 1=169(LC 12) Max Uplift 4=-35(LC 12), 5=-197(LC 12) Max Grav 1=109(LC 1), 4=62(LC 17), 5=348(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-318/143 WEBS 2-5=-310/565 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=197. May 25,2021 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 2711493 Truss MV05 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24063364 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:04 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-_rGn8Ph1j622hPe8RO2lQp9YME78_L7bPE27tKzEZgH Scale = 1:25.7 1 2 3 5 42x4 2x4 2x4 2x4 2x4 8-2-8 8-2-8 4-1-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.37 0.14 0.20 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: 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 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-2-8, 4=8-2-8, 5=8-2-8 Max Horz 1=222(LC 12) Max Uplift 4=-80(LC 12), 5=-252(LC 12) Max Grav 1=105(LC 1), 4=142(LC 17), 5=446(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-417/180 WEBS 2-5=-365/663 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=252. May 25,2021 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 2711493 Truss MV06 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24063365 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:06 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-wEOYZ5iHFjImwioWYp4DVEEvT1qOSF5usYXExDzEZgF Scale = 1:19.3 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 4-0-0 4-0-0 6-2-8 2-2-8 3-1-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.26 0.09 0.17 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: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-2-8, 4=6-2-8, 5=6-2-8 Max Horz 1=163(LC 12) Max Uplift 4=-28(LC 12), 5=-193(LC 12) Max Grav 1=110(LC 1), 4=49(LC 17), 5=341(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-305/138 WEBS 2-5=-306/559 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=193. May 25,2021 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 2711493 Truss MV07 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24063366 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:08 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-tcVI_nkYnKYUA0xvgD6hafK9ArUKw9ABKs0L06zEZgD Scale = 1:34.2 1 2 3 4 5 6 12 11 10 9 8 7 3x6 3x4 4x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 8-0-12 8-0-12 2-2-12 2-2-12 8-0-12 5-10-0 3-3-25-4-22-5-26.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.70 0.19 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.02 -0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 63 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 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.All bearings 8-0-12. (lb) - Max Horz 11=133(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7 except 11=-379(LC 12), 10=-263(LC 11), 9=-117(LC 12), 8=-111(LC 12) Max Grav All reactions 250 lb or less at joint(s) 7, 9, 8 except 11=420(LC 18), 10=282(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-400/860, 2-3=-162/402, 3-4=-139/333 WEBS 3-10=-265/55, 4-9=-176/316, 5-8=-158/289, 2-10=-300/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-11-4 to 7-11-0 zone;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 100 lb uplift at joint(s) 7 except (jt=lb) 11=379, 10=263, 9=117, 8=111. 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. May 25,2021 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 2711493 Truss MV08 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24063367 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:10 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-p?d3PSloJyoCPK5Ine99f4PV9eAoO52UnAVR5_zEZgB Scale = 1:19.2 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 2x4 3-7-4 3-7-4 5-7-4 2-0-0 3-3-26.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.67 0.19 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=5-7-4, 1=5-7-4, 7=5-7-4 Max Horz 1=209(LC 12) Max Uplift 6=-364(LC 12), 7=-29(LC 8) Max Grav 6=367(LC 17), 1=77(LC 1), 7=87(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-6=-322/770, 1-2=-398/145, 2-3=-360/125 WEBS 2-7=-265/140 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 6=364. 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. May 25,2021 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 2711493 Truss MV09 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24063368 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:13 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-DaJB1UogctBmGnqtTnisHj15JsBLbPPwT8k6hJzEZg8 Scale = 1:25.1 1 2 3 5 42x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 4-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.13 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: 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 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=216(LC 12) Max Uplift 4=-81(LC 12), 5=-246(LC 12) Max Grav 1=96(LC 1), 4=144(LC 17), 5=434(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-414/179 WEBS 2-5=-359/652 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=246. May 25,2021 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 2711493 Truss MV10 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24063369 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:19 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-2kgSIXsRBjxw_iH0p1pGX_H77HGQ?8Kos4BQvzzEZg2 Scale = 1:18.8 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 4-0-0 4-0-0 6-0-0 2-0-0 3-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.09 0.17 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: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=156(LC 12) Max Uplift 4=-20(LC 12), 5=-190(LC 12) Max Grav 1=110(LC 1), 4=34(LC 17), 5=336(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-293/134 WEBS 2-5=-305/556 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=190. May 25,2021 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 2711493 Truss MV11 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24063370 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:22 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-SJMbwZvKUeJVrA0bUAMz9cvddUHcCXfFY2P4WIzEZg? Scale = 1:12.8 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 2-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.38 0.12 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.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=97(LC 12) Max Uplift 1=-39(LC 12), 3=-88(LC 12) Max Grav 1=138(LC 17), 3=155(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-145/265 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. May 25,2021 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 2711493 Truss MV12 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24063371 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:23 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-wVvz8vwyFxRMTJbo2tuChqRtZueVx_vOmh9e2kzEZg_ Scale = 1:7.8 1 2 3 2x4 5x6 2-0-0 2-0-0 1-0-06.00 12 Plate Offsets (X,Y)-- [2:0-9-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.02 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.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-0-0, 3=2-0-0 Max Horz 1=37(LC 12) Max Uplift 1=-15(LC 12), 3=-34(LC 12) Max Grav 1=53(LC 17), 3=59(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. May 25,2021 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 2711493 Truss MV13 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24063372 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:24 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-PhTLLFwa0FZD4TA_cbPRE1_zRIzLgJ?Y?LuBZAzEZfz Scale = 1:40.0 2 3 4 5 6 1 12 11 10 9 8 7 3x6 3x4 3x4 4x4 3-3-4 3-3-4 7-3-4 4-0-0 9-3-4 2-0-0 1-10-0 1-10-0 3-3-4 1-5-4 7-3-4 4-0-0 9-3-4 2-0-0 5-3-26-2-22-5-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.36 0.10 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 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 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-3-4. (lb) - Max Horz 12=-167(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 10 except 12=-533(LC 12), 11=-326(LC 11), 9=-103(LC 12), 8=-155(LC 12) Max Grav All reactions 250 lb or less at joint(s) 7, 9, 10, 8 except 12=362(LC 11), 11=523(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-421/1045, 2-3=-150/374, 3-4=-110/266, 1-2=-145/360 BOT CHORD 11-12=-121/319 WEBS 4-9=-154/276, 5-8=-164/311, 1-11=-853/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x4 MT20 unless otherwise indicated. 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 100 lb uplift at joint(s) 10 except (jt=lb) 12=533, 11=326, 9=103, 8=155. 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. May 25,2021 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 2711493 Truss P01 Truss Type Piggyback Qty 2 Ply 1 Job Reference (optional) T24063373 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:26 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-L4b6mwyqYspwKnKMj?RvJS3Lp5e?8IZqTfNIe3zEZfx Scale = 1:19.5 1 2 3 4 5 6 7 10 9 8 6x8 6x8 2x4 2x4 3x8 11-5-10 11-5-10 11-5-10 11-5-10 0-4-31-0-60-1-80-4-30-1-80-10-146.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-15], [5:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.24 0.09 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 33 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 6-0-0 oc bracing. REACTIONS.All bearings 9-6-15. (lb) - Max Horz 2=-42(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 except 9=-174(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 10, 8 except 9=330(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-268/448 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 100 lb uplift at joint(s) 2, 6, 10, 8 except (jt=lb) 9=174. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 25,2021 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 2711493 Truss P02 Truss Type Piggyback Qty 2 Ply 1 Job Reference (optional) T24063374 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:30 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-DrrccI?Lb5KMoOd8yrWrTIE2gi0547DQNHLVnqzEZft Scale = 1:19.5 1 2 3 4 5 6 8 7 4x4 4x4 2x4 2x4 2x4 2x4 11-5-10 11-5-10 11-5-10 11-5-10 0-4-32-0-60-1-80-4-30-1-81-10-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.18 0.08 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 6 6 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-6-15. (lb) - Max Horz 2=-90(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-128(LC 12), 5=-128(LC 12), 8=-110(LC 12), 7=-110(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 8=285(LC 17), 7=270(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-207/305, 4-7=-198/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 128 lb uplift at joint 2, 128 lb uplift at joint 5, 110 lb uplift at joint 8 and 110 lb uplift at joint 7. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 25,2021 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 2711493 Truss P03 Truss Type Piggyback Qty 52 Ply 1 Job Reference (optional) T24063375 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:42 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-t9Z97P8snnqfFEYRfMjfyqk?1Y3WuYXB89F8C8zEZfh Scale = 1:19.5 1 2 3 4 5 6 4x6 4x4 4x4 2x4 11-5-10 11-5-10 5-8-13 5-8-13 11-5-10 5-8-13 0-4-32-10-60-1-80-4-30-1-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.54 0.30 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=9-6-15, 4=9-6-15, 6=9-6-15 Max Horz 2=-130(LC 10) Max Uplift 2=-161(LC 12), 4=-161(LC 12), 6=-153(LC 12) Max Grav 2=220(LC 17), 4=238(LC 18), 6=413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-269/448 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 161 lb uplift at joint 2, 161 lb uplift at joint 4 and 153 lb uplift at joint 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 25,2021 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 2711493 Truss P04 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) T24063376 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:48 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-iJwQNSDdMdbpz9?b0dq3C5_3Az7NIGN4W4iSPnzEZfb Scale = 1:29.1 1 2 3 4 5 6 7 8 11 10 9 4x6 5x8 3x6 3x4 3x4 2x4 3x6 16-9-10 16-9-10 5-8-13 5-8-13 16-9-10 11-0-13 0-4-32-10-60-10-00-1-80-4-30-1-80-8-86.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-0], [6:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.44 0.21 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 8 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 53 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 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 14-10-15. (lb) - Max Horz 2=130(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7 except 2=-152(LC 12), 11=-150(LC 12), 9=-143(LC 9), 10=-170(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 11=405(LC 17), 9=281(LC 1), 10=322(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-283/356, 5-9=-212/355, 4-10=-251/370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 9-9-9, Interior(1) 9-9-9 to 15-1-9, Exterior(2E) 15-1-9 to 16-5-7 zone;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 100 lb uplift at joint(s) 7 except (jt=lb) 2=152, 11=150, 9=143, 10=170. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 25,2021 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 2711493 Truss P05 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) T24063377 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 20 15:22:53 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:1GUe3u0MODFI7dF2MaL?wAz22s2-2GjJR9HmB9D53wuZpAQEv9hvm_qbzXQpgMQD5?zEZfW Scale = 1:29.1 1 2 3 4 5 6 7 8 9 12 11 10 4x4 5x8 3x6 3x4 3x4 2x4 2x4 3x8 16-9-10 16-9-10 5-8-13 5-8-13 9-5-9 3-8-12 14-9-9 5-4-0 16-9-10 2-0-1 0-4-32-10-61-0-00-1-80-4-30-1-80-10-86.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [7:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.45 0.20 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 53 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 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-10-15. (lb) - Max Horz 2=-130(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8 except 2=-159(LC 12), 12=-129(LC 12), 11=-190(LC 12), 10=-136(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=380(LC 17), 11=337(LC 18), 10=275(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-257/312, 5-11=-264/411, 6-10=-205/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=65ft; L=150ft; eave=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 9-5-9, Interior(1) 9-5-9 to 14-9-9, Exterior(2E) 14-9-9 to 16-5-7 zone;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 100 lb uplift at joint(s) 8 except (jt=lb) 2=159, 12=129, 11=190, 10=136. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 25,2021 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