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006 Truss Engineering
6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2728822 - 2728822 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 60 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: - Customer Info: DANIEL HERNANDEZ Project Name: - Model: HERNANDEZ RESIDENCE Subdivision: - Address: 10155 MULLER RD, - State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: October 18,2021 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 (Fort Pierce). 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 T25676286 A1G Date 10/18/212T25676287A210/18/213T25676288A310/18/214T25676289A410/18/215T25676290A510/18/216T25676291A610/18/217T25676292A710/18/218T25676293A810/18/219T25676294A910/18/2110T25676295A1010/18/2111T25676296A1110/18/2112T25676297A1210/18/2113T25676298A1310/18/2114T25676299A1410/18/2115T25676300A1510/18/2116T25676301A1610/18/2117T25676302A1710/18/2118T25676303A1810/18/2119T25676304A1910/18/2120T25676305A2010/18/2121T25676306A2110/18/2122T25676307A22G10/18/21 No.Seal#Truss Name 23 T25676308 B1G Date 10/18/2124T25676309B210/18/2125T25676310B310/18/2126T25676311B410/18/2127T25676312B510/18/2128T25676313B610/18/2129T25676314B710/18/2130T25676315B810/18/2131T25676316B910/18/2132T25676317CJ110/18/2133T25676318CJ310/18/2134T25676319CJ3T10/18/2135T25676320CJ510/18/2136T25676321CJ5T10/18/2137T25676322D1G10/18/2138T25676323D210/18/2139T25676324D3G10/18/2140T25676325H1G10/18/2141T25676326H210/18/2142T25676327HJ710/18/2143T25676328HJ7T10/18/2144T25676329J710/18/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2728822 - 2728822 2 of 2 Site Information: Lot/Block: - Customer Info: DANIEL HERNANDEZ Project Name: - Model: HERNANDEZ RESIDENCE Subdivision: - Address: 10155 MULLER RD, - State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T25676330 J7T Date 10/18/2146T25676331PB110/18/2147T25676332PB210/18/2148T25676333PB310/18/2149T25676334PB410/18/2150T25676335PB510/18/2151T25676336PB610/18/2152T25676337PB710/18/2153T25676338PB810/18/2154T25676339PB910/18/2155T25676340PB1010/18/2156T25676341V510/18/2157T25676342V910/18/2158T25676343V1310/18/2159T25676344V1710/18/2160T25676345V2110/18/21 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 2728822 Truss A1G Truss Type HALF HIP GIRDER Qty 1 Ply 2 2728822 Job Reference (optional) T25676286 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-QTb62ddNKSISRyFmkiZ5lBsYIXhN43GDRoAAewySDx4 Scale = 1:75.6 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 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 554x8 ST1.5x8 STP 8x10 4x8 5x8 3x10 7x8 8x10 2x4 4x6 5x8 4x6 2x4 4x4 4x6 4x4 8x10 4x8 2x4 4x8 2x4 4x8 2x4 7x10 4x8 2-9-0 2-9-0 4-10-8 2-1-8 7-0-0 2-1-8 11-9-8 4-9-8 16-7-0 4-9-8 21-9-2 5-2-2 26-9-9 5-0-6 31-9-15 5-0-6 36-10-6 5-0-6 42-0-8 5-2-2 2-9-0 2-9-0 4-10-8 2-1-8 7-0-0 2-1-8 11-9-8 4-9-8 16-7-0 4-9-8 21-9-2 5-2-2 26-9-9 5-0-6 31-9-15 5-0-6 36-10-6 5-0-6 42-0-8 5-2-2 0-4-33-10-31-0-06.00 12 Plate Offsets (X,Y)-- [1:0-7-8,0-0-0], [2:0-0-4,0-0-0], [4:0-7-0,0-4-0], [15:0-3-0,0-3-8], [21:0-3-12,0-5-4] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.93 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.97 0.31 0.73 (loc) 21 21 14 21 l/defl >999 >507 n/a >677 L/d 360 180 n/a 240 PLATES MT20 Weight: 600 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP No.2 *Except* 1-25: 2x4 SP No.2, 2-21: 2x6 SP M 26, 6-20: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 19-21: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-6 oc bracing. REACTIONS. (size)1=0-8-0, 14=0-3-8 Max Horz 1=186(LC 21) Max Uplift 1=-1757(LC 8), 14=-1864(LC 8) Max Grav 1=3360(LC 25), 14=3429(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1764/815, 2-3=-9942/5336, 3-4=-9050/4879, 4-5=-11765/6408, 5-6=-13806/7538, 6-7=-13585/7424, 7-9=-9693/5270, 9-10=-9693/5270, 10-12=-4524/2457, 12-13=-4524/2457, 13-14=-3296/1871 BOT CHORD 2-24=-5183/9469, 23-24=-5183/9469, 22-23=-4470/8234, 21-22=-6409/11762, 20-21=-35/298, 6-21=-442/410, 19-20=-830/1543, 18-19=-5707/10487, 16-18=-4202/7725, 15-16=-4202/7725 WEBS 3-23=-1523/866, 4-23=-809/1718, 4-22=-2156/3969, 5-22=-1337/879, 5-21=-1255/2307, 19-21=-4972/9119, 7-21=-1901/3430, 7-19=-1666/1116, 7-18=-956/526, 9-18=-543/480, 10-18=-1288/2373, 10-16=0/399, 10-15=-3859/2103, 12-15=-633/556, 13-15=-2930/5394 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1 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 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A1G Truss Type HALF HIP GIRDER Qty 1 Ply 2 2728822 Job Reference (optional) T25676286 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:21 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-QTb62ddNKSISRyFmkiZ5lBsYIXhN43GDRoAAewySDx4 NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1757, 14=1864. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 250 lb up at 7-0-0, 159 lb down and 144 lb up at 9-0-12, 159 lb down and 144 lb up at 11-0-12, 159 lb down and 144 lb up at 13-0-12, 159 lb down and 144 lb up at 15-0-12, 189 lb down and 180 lb up at 17-0-12, 189 lb down and 180 lb up at 19-0-12, 189 lb down and 180 lb up at 21-0-12, 189 lb down and 180 lb up at 23-0-12, 189 lb down and 180 lb up at 25-0-12, 189 lb down and 180 lb up at 27-0-12, 189 lb down and 180 lb up at 29-0-12, 189 lb down and 180 lb up at 31-0-12, 189 lb down and 180 lb up at 33-0-12, 189 lb down and 180 lb up at 35-0-12, 189 lb down and 180 lb up at 37-0-12, and 189 lb down and 180 lb up at 39-0-12, and 185 lb down and 179 lb up at 41-0-12 on top chord, and 500 lb down and 236 lb up at 7-0-0, 101 lb down and 43 lb up at 9-0-12, 101 lb down and 43 lb up at 11-0-12, 101 lb down and 43 lb up at 13-0-12, 101 lb down and 43 lb up 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, and 83 lb down at 39-0-12, and 87 lb down at 41-0-12 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, 4-13=-60, 1-25=-20, 2-21=-20, 14-20=-20 Concentrated Loads (lb) Vert: 4=-79(F) 8=-112(F) 23=-402(F) 9=-112(F) 18=-50(F) 12=-112(F) 15=-50(F) 26=-79(F) 27=-79(F) 28=-79(F) 29=-79(F) 31=-112(F) 32=-112(F) 33=-112(F) 34=-112(F) 35=-112(F) 36=-112(F) 37=-112(F) 38=-112(F) 39=-112(F) 40=-117(F) 41=-88(F) 42=-88(F) 43=-88(F) 44=-88(F) 45=-50(F) 46=-50(F) 47=-50(F) 48=-50(F) 49=-50(F) 50=-50(F) 51=-50(F) 52=-50(F) 53=-50(F) 54=-50(F) 55=-52(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 2728822 Truss A2 Truss Type Half Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676287 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-uf9VGyd?4mQJ36qyIP4KIOOh5x1ppW5MgSvjAMySDx3 Scale = 1:75.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 5x8 ST1.5x8 STP 4x8 3x10 7x8 7x10 8x10 7x10 2x4 4x6 4x8 2x4 4x4 4x4 4x4 6x8 7x10 4x8 2x4 5x6 2x4 7x8 3x10 6x8 2-9-0 2-9-0 4-6-0 1-9-0 9-0-0 4-6-0 12-9-8 3-9-8 16-7-0 3-9-8 22-7-8 6-0-8 28-8-0 6-0-8 34-8-8 6-0-8 39-8-8 5-0-0 42-0-8 2-4-0 -1-10-8 1-10-8 2-9-0 2-9-0 4-6-0 1-9-0 9-0-0 4-6-0 12-9-8 3-9-8 16-7-0 3-9-8 22-7-8 6-0-8 28-8-0 6-0-8 34-8-8 6-0-8 39-8-8 5-0-0 42-0-8 2-4-0 0-7-134-10-31-0-06.00 12 Plate Offsets (X,Y)-- [4:0-0-12,0-1-12], [5:0-2-0,0-3-0], [11:0-4-0,Edge], [13:0-3-8,0-4-4], [15:Edge,0-4-8], [18:0-4-0,0-4-8], [19:0-3-8,0-3-0], [21:0-4-4,0-4-8] 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-S 0.74 0.92 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.59 -1.11 0.23 0.69 (loc) 17-18 17-18 15 17-18 l/defl >832 >444 n/a >717 L/d 360 180 n/a 240 PLATES MT20 Weight: 308 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-8: 2x6 SP No.2, 11-14,8-11: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* 2-25,7-20: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 19-21: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-5 oc bracing. WEBS 1 Row at midpt 19-21, 12-18, 13-15 REACTIONS. (size)15=0-3-8, 2=0-8-0 Max Horz 2=323(LC 12) Max Uplift 15=-849(LC 12), 2=-1012(LC 12) Max Grav 15=1937(LC 17), 2=2076(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-775/207, 3-4=-5125/2515, 4-5=-3952/1943, 5-6=-4551/2281, 6-7=-5145/2561, 7-9=-5111/2546, 9-10=-3983/1939, 10-12=-4000/1951, 12-13=-1886/918, 14-15=-439/935 BOT CHORD 3-24=-2574/4849, 23-24=-2576/4853, 22-23=-1813/3542, 21-22=-2280/4550, 7-21=-305/239, 19-20=-310/652, 18-19=-2085/4248, 17-18=-918/1886, 16-17=-918/1886, 15-16=-918/1886 WEBS 4-24=-29/286, 4-23=-1380/798, 5-23=-228/586, 5-22=-702/1414, 6-22=-760/465, 6-21=-371/824, 19-21=-1801/3647, 9-21=-531/996, 9-19=-564/414, 9-18=-329/184, 10-18=-721/475, 12-18=-1271/2598, 12-17=-759/496, 13-16=-807/1892, 13-15=-4243/2065 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 41-10-12 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=849, 2=1012. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A2 Truss Type Half Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676287 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:22 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-uf9VGyd?4mQJ36qyIP4KIOOh5x1ppW5MgSvjAMySDx3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-14=-60, 2-25=-20, 3-21=-20, 17-20=-20, 16-17=-40(F=-20), 15-16=-20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A3 Truss Type Half Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676288 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-3nJfajmvV8oltoA3RDnvEjMaMNmMuW4_Cf4p2DySDwu Scale = 1:75.9 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 26 27 28 29 30 31 5x8 ST1.5x8 STP 4x8 3x10 7x8 7x10 8x10 6x8 2x4 4x4 6x8 3x8 2x4 4x4 4x4 7x8 2x4 4x4 4x8 2x4 7x8 3x10 4x8 4x4 2-9-0 2-9-0 4-6-0 1-9-0 6-6-0 2-0-0 7-9-14 1-3-14 11-0-0 3-2-2 16-7-0 5-7-0 22-7-8 6-0-8 28-8-0 6-0-8 34-8-8 6-0-8 39-8-8 5-0-0 42-0-8 2-4-0 -1-10-8 1-10-8 2-9-0 2-9-0 4-6-0 1-9-0 6-6-0 2-0-0 7-9-14 1-3-14 11-0-0 3-2-2 16-7-0 5-7-0 22-7-8 6-0-8 28-8-0 6-0-8 34-8-8 6-0-8 39-8-8 5-0-0 42-0-8 2-4-0 0-7-135-10-31-0-06.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-1-0], [5:0-0-12,0-1-12], [6:0-1-12,0-2-12], [12:0-3-8,0-4-4], [14:Edge,0-4-8], [21:0-2-8,0-3-12] 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-S 0.73 0.99 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.56 -1.06 0.22 0.66 (loc) 16-18 16-18 14 16-18 l/defl >872 >465 n/a >748 L/d 360 180 n/a 240 PLATES MT20 Weight: 322 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 6-9: 2x6 SP No.2, 9-13: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* 2-25: 2x4 SP No.2, 7-20: 2x4 SP No.3, 17-20: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 19-21: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. WEBS 1 Row at midpt 10-16, 12-14 REACTIONS. (size)14=0-3-8, 2=0-8-0 Max Horz 2=377(LC 12) Max Uplift 14=-855(LC 12), 2=-1006(LC 12) Max Grav 14=1945(LC 17), 2=2098(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-778/153, 3-4=-5680/2746, 4-5=-4679/2293, 5-6=-3648/1800, 6-7=-4067/2060, 7-8=-4047/2051, 8-10=-3498/1735, 10-11=-1540/754, 11-12=-1540/754, 13-14=-439/929 BOT CHORD 3-24=-2862/5446, 23-24=-2864/5450, 22-23=-2205/4121, 21-22=-1684/3268, 7-21=-399/342, 19-20=-213/429, 18-19=-1603/3253, 16-18=-1603/3253, 15-16=-754/1540, 14-15=-754/1540 WEBS 6-22=-265/712, 6-21=-534/1098, 19-21=-1545/3113, 8-21=-398/684, 8-19=-628/472, 10-19=-176/329, 10-18=-149/584, 10-16=-2294/1138, 11-16=-254/788, 12-15=-816/1899, 12-14=-4103/2009, 5-23=-341/857, 5-22=-969/587, 4-23=-1498/743 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 11-0-0, Exterior(2R) 11-0-0 to 16-8-12, Interior(1) 16-8-12 to 41-10-12 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=855, 2=1006. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A3 Truss Type Half Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676288 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:33 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-3nJfajmvV8oltoA3RDnvEjMaMNmMuW4_Cf4p2DySDwu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60, 6-13=-60, 2-25=-20, 3-21=-20, 16-20=-20, 15-16=-40(F=-20), 14-15=-20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A4 Truss Type Half Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676289 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-Xzt1n3nXGSwcVylG?xI8nwuh5n6Mdyf7RJpMafySDwt Scale = 1:74.5 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 3x6 ST1.5x8 STP 6x8 4x8 3x10 7x8 5x6 5x8 4x4 2x4 4x4 4x4 2x4 6x8 4x6 2x4 7x8 3x10 4x8 9-1-0 9-1-0 17-7-8 8-6-8 27-5-11 9-10-3 34-8-8 7-2-13 39-8-8 5-0-0 42-0-8 2-4-0 -1-10-8 1-10-8 6-9-4 6-9-4 13-0-0 6-2-12 20-2-13 7-2-13 27-5-11 7-2-13 34-8-8 7-2-13 39-8-8 5-0-0 42-0-8 2-4-0 0-4-36-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-1], [5:0-4-0,0-1-15], [10:0-3-8,0-4-4], [12:Edge,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-S 0.99 1.00 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.63 -1.14 0.08 0.69 (loc) 14-16 14-16 12 14-16 l/defl >785 >439 n/a >725 L/d 360 180 n/a 240 PLATES MT20 Weight: 300 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x6 SP No.2, 7-11: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* 15-18: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-2 oc bracing. WEBS 1 Row at midpt 6-16, 9-16 2 Rows at 1/3 pts 10-12 REACTIONS. (size)12=0-3-8, 2=0-8-0 Max Horz 2=423(LC 12) Max Uplift 12=-880(LC 12), 2=-962(LC 12) Max Grav 12=2062(LC 17), 2=2172(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3787/1685, 3-5=-3584/1647, 5-6=-3173/1511, 6-8=-3112/1473, 8-9=-3112/1473, 9-10=-1416/672, 11-12=-482/1051 BOT CHORD 2-19=-1784/3380, 17-19=-1407/2777, 16-17=-1598/3252, 14-16=-672/1416, 13-14=-672/1416, 12-13=-672/1416 WEBS 3-19=-360/378, 5-19=-296/750, 5-17=-216/795, 6-17=-420/261, 8-16=-743/517, 9-16=-1070/2263, 9-14=-714/490, 10-13=-866/2047, 10-12=-4373/2077 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 41-10-12 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) 12=880, 2=962. 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, 5-11=-60, 2-14=-20, 13-14=-40(F=-20), 12-13=-20 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A5 Truss Type Half Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676290 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-?9RP_Po91m2T75KSYepNK8RtQBVgMQxHfzZv66ySDws Scale = 1:74.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 3x6 ST1.5x8 STP 6x8 4x8 5x6 3x6 5x6 5x8 4x4 2x4 4x4 4x4 2x4 5x12 6x8 10-10-2 10-10-2 21-1-12 10-3-10 32-10-0 11-8-4 42-0-8 9-2-8 -1-10-8 1-10-8 7-9-4 7-9-4 15-0-0 7-2-12 25-10-10 10-10-10 32-10-0 6-11-7 42-0-8 9-2-8 0-4-37-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-1], [5:0-4-0,0-1-15], [10:Edge,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 0.89 0.81 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.45 0.09 0.19 (loc) 11-13 11-13 10 13-15 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 287 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 5-7,7-9: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. WEBS 1 Row at midpt 9-10, 6-13, 6-11, 9-11 REACTIONS. (size)10=0-3-8, 2=0-8-0 Max Horz 2=477(LC 12) Max Uplift 10=-845(LC 12), 2=-948(LC 12) Max Grav 10=1975(LC 17), 2=2180(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3737/1626, 3-5=-3466/1552, 5-6=-2820/1310, 6-8=-1980/929, 8-9=-1980/929, 9-10=-1809/972 BOT CHORD 2-15=-1776/3347, 13-15=-1335/2617, 11-13=-1330/2673 WEBS 3-15=-455/444, 5-15=-320/895, 5-13=-22/491, 6-13=-85/304, 6-11=-1012/606, 8-11=-482/400, 9-11=-1186/2533 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 41-10-12 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) 10=845, 2=948. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A6 Truss Type Half Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676291 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-TL?nClonn3AKkFve6MKcsL_6Iarc5tdQudITeYySDwr Scale = 1:74.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 27 3x6 ST1.5x8 STP 6x8 4x8 2x4 6x8 5x6 5x8 4x4 2x4 4x4 4x4 4x4 4x4 4x8 10-10-2 10-10-2 21-1-12 10-3-10 31-5-6 10-3-10 42-0-8 10-7-2 -1-10-8 1-10-8 8-9-4 8-9-4 17-0-0 8-2-12 25-3-0 8-3-0 33-6-0 8-3-0 42-0-8 8-6-8 0-4-38-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-1], [5:0-4-0,0-1-15], [10:Edge,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-S 0.63 0.82 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.35 0.10 0.16 (loc) 13-15 13-15 10 13-15 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 293 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-7,7-9: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 8-10: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 1 Row at midpt 9-10, 5-15, 6-13, 6-11 2 Rows at 1/3 pts 8-10 REACTIONS. (size)10=0-3-8, 2=0-8-0 Max Horz 2=530(LC 12) Max Uplift 10=-855(LC 12), 2=-938(LC 12) Max Grav 10=2002(LC 17), 2=2212(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3782/1569, 3-5=-3595/1603, 5-6=-2577/1214, 6-8=-1954/889 BOT CHORD 2-15=-1769/3395, 13-15=-1257/2483, 11-13=-1198/2456, 10-11=-804/1666 WEBS 3-15=-530/504, 5-15=-488/1145, 5-13=0/413, 6-13=-84/274, 6-11=-844/534, 8-11=-366/1215, 8-10=-2336/1130 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 17-0-0, Exterior(2R) 17-0-0 to 22-7-14, Interior(1) 22-7-14 to 41-10-12 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) 10=855, 2=938. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A7 Truss Type Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676292 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-Qk7YdRq2JhR2_Z21EmM4xm3QJOWPZpQjLxnajRySDwp Scale = 1:75.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 28 4x8 ST1.5x8 STP 6x8 4x8 2x4 5x6 5x8 4x4 2x4 4x4 4x8 4x4 2x4 5x8 7x8 6x8 4x8 10-10-2 10-10-2 21-1-12 10-3-10 31-5-6 10-3-10 42-0-8 10-7-2 -1-10-8 1-10-8 7-0-1 7-0-1 13-5-2 6-5-1 19-0-0 5-6-14 25-2-11 6-2-11 31-5-6 6-2-11 40-0-0 8-6-10 42-0-8 2-0-8 0-4-39-10-38-9-159-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-1], [4:0-4-0,Edge], [12:Edge,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-S 0.72 0.80 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.35 0.09 0.18 (loc) 15-17 15-17 12 15-17 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 331 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. WEBS 1 Row at midpt 5-15, 7-15, 7-13, 9-13, 10-13, 11-12, 10-12 REACTIONS. (size)2=0-8-0, 12=0-3-8 Max Horz 2=532(LC 12) Max Uplift 2=-937(LC 12), 12=-856(LC 12) Max Grav 2=2209(LC 17), 12=1996(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3807/1598, 3-5=-3520/1492, 5-6=-2439/1166, 6-7=-2313/1172, 7-9=-1757/905, 9-10=-1758/905 BOT CHORD 2-17=-1800/3457, 15-17=-1483/2919, 13-15=-1071/2184, 12-13=-210/377 WEBS 3-17=-359/338, 5-17=-167/726, 5-15=-999/560, 6-15=-227/746, 7-15=-92/362, 7-13=-747/440, 9-13=-491/416, 10-13=-935/2068, 10-12=-1848/1057 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 19-0-0, Exterior(2R) 19-0-0 to 24-7-14, Interior(1) 24-7-14 to 40-0-0, Exterior(2E) 40-0-0 to 41-10-12 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=937, 12=856. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A8 Truss Type Piggyback Base Qty 1 Ply 1 2728822 Job Reference (optional) T25676293 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-uwhwqmrg4_ZvcjdDnUuJU_cdhotlIDItabX7FtySDwo Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 28 29 30 31 4x8 ST1.5x8 STP 4x8 2x4 5x6 2x4 2x4 6x8 2x4 2x4 6x8 7x10 2x4 4x4 7x8 4x4 7x8 4x4 5x6 5x8 7x8 8-10-4 8-10-4 17-2-0 8-3-12 25-4-9 8-2-9 32-1-8 6-8-15 36-2-15 4-1-7 42-0-8 5-9-9 -1-10-8 1-10-8 6-1-0 6-1-0 11-7-8 5-6-8 17-2-0 5-6-8 18-7-11 1-5-11 25-4-9 6-8-15 32-1-8 6-8-15 36-2-15 4-1-7 40-4-5 4-1-7 42-0-8 1-8-3 0-4-39-8-08-9-153-4-09-8-06.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-1], [4:0-4-0,Edge], [14:Edge,0-4-4], [17:0-2-12,0-3-0], [19:0-2-4,0-4-4], [21:0-3-12,0-4-8] 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-S 0.62 0.73 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.56 0.31 0.33 (loc) 18-19 18-19 14 18-19 l/defl >999 >896 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 370 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-20,9-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 19-21: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-11 oc bracing. WEBS 1 Row at midpt 19-21, 7-18, 8-17, 11-17, 11-15, 12-15, 13-14, 12-14 REACTIONS. (size)2=0-8-0, 14=0-3-8 Max Horz 2=532(LC 12) Max Uplift 2=-937(LC 12), 14=-856(LC 12) Max Grav 2=2162(LC 17), 14=1925(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3774/1608, 3-5=-3567/1550, 5-6=-4525/2239, 6-7=-4487/2344, 7-8=-3430/1763, 8-9=-2469/1305, 9-11=-2456/1299, 11-12=-1028/577 BOT CHORD 2-21=-1823/3427, 18-19=-1818/3539, 17-18=-1710/3441, 9-17=-347/270, 14-15=-165/306 WEBS 3-21=-259/264, 5-21=-1102/747, 19-21=-2099/3986, 5-19=-132/435, 7-19=-967/1879, 8-18=-47/460, 8-17=-1264/619, 15-17=-663/1331, 11-17=-1290/2551, 11-15=-2266/1272, 12-15=-877/1793, 12-14=-1823/991 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 18-7-11, Exterior(2R) 18-7-11 to 24-3-9, Interior(1) 24-3-9 to 40-4-5, Exterior(2E) 40-4-5 to 41-10-12 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=937, 14=856. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A9 Truss Type Piggyback Base Qty 1 Ply 1 2728822 Job Reference (optional) T25676294 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-M7EI26rIrIhmDtCQLBPY1B8nxCD01fY0pFGgoJySDwn Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 4x8 ST1.5x8 STP 4x8 2x4 5x6 4x8 2x4 2x4 6x8 2x4 2x4 6x8 6x8 2x4 4x4 7x10 4x4 7x8 4x4 5x6 5x8 7x8 9-4-13 9-4-13 17-2-0 7-9-3 25-4-9 8-2-9 32-1-8 6-8-15 36-2-15 4-1-7 42-0-8 5-9-9 -1-10-8 1-10-8 6-5-14 6-5-14 11-7-8 5-1-11 17-2-0 5-6-8 18-7-11 1-5-11 25-4-9 6-8-15 32-1-8 6-8-15 36-2-15 4-1-7 40-4-5 4-1-7 42-0-8 1-8-3 0-4-39-8-08-9-153-4-09-8-06.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-1], [4:0-4-0,Edge], [14:Edge,0-4-4], [17:0-2-12,0-3-0], [19:0-3-4,0-5-0], [22:0-0-14,0-2-8] 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-S 0.65 0.73 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.55 0.31 0.32 (loc) 18-19 18-19 14 18-19 l/defl >999 >904 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 369 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-20,9-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 19-22: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. WEBS 1 Row at midpt 19-22, 7-18, 8-17, 11-17, 11-15, 12-15, 13-14, 12-14 REACTIONS. (size)2=0-8-0, 14=0-3-8 Max Horz 2=532(LC 12) Max Uplift 2=-937(LC 12), 14=-856(LC 12) Max Grav 2=2162(LC 17), 14=1925(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3747/1599, 3-5=-3535/1544, 5-6=-4526/2238, 6-7=-4490/2346, 7-8=-3430/1762, 8-9=-2469/1303, 9-11=-2456/1298, 11-12=-1028/576 BOT CHORD 2-22=-1808/3400, 18-19=-1817/3540, 17-18=-1709/3441, 9-17=-347/270, 14-15=-165/306 WEBS 3-22=-267/267, 5-22=-1106/737, 19-22=-2052/3925, 5-19=-197/500, 7-19=-972/1884, 8-18=-47/460, 8-17=-1263/619, 15-17=-662/1331, 11-17=-1288/2551, 11-15=-2266/1269, 12-15=-875/1793, 12-14=-1823/990 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 18-7-11, Exterior(2R) 18-7-11 to 24-3-9, Interior(1) 24-3-9 to 40-4-5, Exterior(2E) 40-4-5 to 41-10-12 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=937, 14=856. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A10 Truss Type PIGGYBACK BASE Qty 5 Ply 1 2728822 Job Reference (optional) T25676295 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-Tpxx37OSodu9f1I67DjeUAZJ7tKx7V3Q4L3gTWySDxN Scale = 1:100.5 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 29 30 31 32 33 34 35 36 37 38 39 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 4x6 6x8 3x4 4x6 4x6 2x4 4x6 3x4 3x4 7x8 3x6 2x4 6x8 4x4 4x4 4x4 4x4 6x8 2x4 4x4 6x8 5x8 4x8 7-7-4 7-7-4 14-8-0 7-0-12 17-2-0 2-6-0 18-7-11 1-5-11 25-4-9 6-8-15 32-1-8 6-8-15 36-2-15 4-1-7 40-4-5 4-1-7 42-0-0 1-7-11 47-4-0 5-4-0 -1-10-8 1-10-8 7-7-4 7-7-4 14-8-0 7-0-12 17-2-0 2-6-0 18-7-11 1-5-11 25-4-9 6-8-15 32-1-8 6-8-15 36-2-15 4-1-7 40-4-5 4-1-7 42-0-0 1-7-11 43-8-7 1-8-7 47-4-0 3-7-9 0-4-39-8-01-10-34-4-03-4-09-8-06.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-13], [4:0-3-0,Edge], [6:0-5-4,0-3-0], [14:Edge,0-4-0], [15:0-2-8,0-4-12], [20:0-2-0,0-2-4], [26:0-3-8,0-4-4] 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-S 0.61 0.42 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.23 0.07 0.13 (loc) 20-21 20-21 14 20 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 395 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 9-19: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. WEBS 1 Row at midpt 10-18 JOINTS 1 Brace at Jt(s): 24 REACTIONS. (size)2=0-8-0, 26=0-8-0, 14=0-8-0 Max Horz 2=390(LC 12) Max Uplift 2=-660(LC 12), 26=-1246(LC 12), 14=-623(LC 12) Max Grav 2=700(LC 23), 26=2219(LC 17), 14=1548(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-771/1172, 5-6=-1089/608, 6-7=-1872/1043, 7-9=-2064/1132, 9-10=-2054/1129, 10-11=-1728/946, 11-12=-1950/1012 BOT CHORD 2-28=-1251/612, 26-28=-1251/612, 21-23=-342/883, 20-21=-820/1829, 9-20=-323/255, 14-15=-700/1418 WEBS 3-28=-865/326, 3-26=-705/1427, 24-26=-1810/940, 5-24=-1763/949, 5-23=-505/1257, 6-23=-629/377, 6-21=-633/1296, 7-21=-612/462, 7-20=-150/252, 18-20=-681/1503, 10-20=-684/1491, 10-18=-2007/1014, 11-15=-248/621, 12-15=-93/435, 12-14=-1784/920, 15-18=-774/1680, 10-15=-305/781 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 18-7-11, Exterior(2R) 18-7-11 to 24-3-9, Interior(1) 24-3-9 to 40-4-5, Exterior(2R) 40-4-5 to 46-0-3, Interior(1) 46-0-3 to 47-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=660, 26=1246, 14=623. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A11 Truss Type PIGGYBACK BASE Qty 1 Ply 1 2728822 Job Reference (optional) T25676296 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-x?VJHTP4Zw00HBtIgwEt1O6TVHcSsxIZI?pD?yySDxM Scale = 1:94.1 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 4x6 6x8 4x6 5x6 3x4 4x6 3x4 3x4 5x8 3x6 3x6 2x4 7x8 4x4 5x8 4x4 4x6 5x6 4x4 7-9-4 7-9-4 14-4-0 6-6-12 15-0-0 0-8-0 18-7-11 3-7-11 26-2-1 7-6-7 33-8-8 7-6-7 34-8-8 1-0-0 40-4-5 5-7-13 47-4-0 6-11-11 -1-10-8 1-10-8 7-9-4 7-9-4 15-0-0 7-2-12 18-7-11 3-7-11 26-2-1 7-6-7 33-8-8 7-6-7 34-8-8 1-0-0 40-4-5 5-7-13 47-4-0 6-11-11 0-4-39-8-01-10-34-4-03-4-02-0-01-0-09-8-06.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-13], [4:0-3-0,Edge], [6:0-5-4,0-3-0], [10:0-5-4,0-3-0], [14:0-2-12,0-2-8], [22:Edge,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-S 0.63 0.66 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.21 0.02 0.11 (loc) 17-18 17-18 12 2-23 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 341 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-22,9-15: 2x4 SP No.3, 15-16,12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 14-18 REACTIONS. (size)2=0-8-0, 12=0-8-0, 22=0-8-0 Max Horz 2=390(LC 12) Max Uplift 2=-667(LC 12), 12=-625(LC 12), 22=-1264(LC 12) Max Grav 2=713(LC 23), 12=1497(LC 18), 22=2110(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-797/1185, 5-6=-1022/598, 6-7=-1884/1072, 7-9=-2289/1276, 9-10=-2306/1281, 10-11=-1934/971, 11-12=-1385/766 BOT CHORD 2-23=-1261/633, 22-23=-1261/633, 21-22=-1789/923, 5-21=-1738/925, 18-20=-335/825, 17-18=-89/288, 9-14=-445/366, 13-14=-741/1628 WEBS 3-23=-864/356, 3-22=-740/1428, 5-20=-493/1234, 6-20=-646/386, 6-18=-652/1322, 7-18=-746/549, 10-14=-429/886, 11-13=-684/1517, 14-18=-766/1554, 7-14=-262/472 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 18-7-11, Exterior(2R) 18-7-11 to 24-3-9, Interior(1) 24-3-9 to 40-4-5, Exterior(2R) 40-4-5 to 46-0-3, Interior(1) 46-0-3 to 47-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=667, 12=625, 22=1264. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A12 Truss Type PIGGYBACK BASE Qty 2 Ply 1 2728822 Job Reference (optional) T25676297 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-MaBRvURzsrPb8ectM2oae0k_lUbX3KC0_z1tcHySDxJ Scale = 1:94.1 1 2 3 4 5 6 7 8 9 10 11 12 13 35 34 33 32 31 30 29 28 27 26 23 20 19 25 24 22 21 18 17 16 15 14 36 37 38 39 40 41 42 43 44 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 4x6 6x8 4x6 5x6 4x6 5x6 8x10 3x6 3x6 2x4 7x8 4x4 4x8 5x6 8x12 2x4 4x8 4x4 3x6 4x8 7-9-4 7-9-4 14-4-0 6-6-12 15-0-0 0-8-0 16-5-5 1-5-5 18-7-11 2-2-6 24-8-15 6-1-4 25-6-1 0-9-3 30-8-7 5-2-5 32-4-8 1-8-1 33-8-8 1-4-0 34-8-8 1-0-0 36-0-8 1-4-0 40-4-5 4-3-13 43-7-7 3-3-1 45-2-8 1-7-1 47-4-0 2-1-8 -1-10-8 1-10-8 7-9-4 7-9-4 15-0-0 7-2-12 16-5-5 1-5-5 18-7-11 2-2-6 24-8-15 6-1-4 25-6-1 0-9-3 30-8-7 5-2-5 32-4-8 1-8-1 33-8-8 1-4-0 34-8-8 1-0-0 36-0-8 1-4-0 40-4-5 4-3-13 43-7-7 3-3-1 45-2-8 1-7-1 47-4-0 2-1-8 0-4-39-8-01-10-34-4-01-0-03-4-04-4-01-0-01-0-09-8-06.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-13], [4:0-3-0,Edge], [6:0-5-4,0-3-0], [34:Edge,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-S 0.63 0.83 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.17 0.06 0.12 (loc) 27 27-28 14 27 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 365 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.3 *Except* 2-34,29-31,19-29: 2x6 SP No.2 32-33,24-25,21-22,14-15: 2x4 SP No.2, 13-18: 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 13-14: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-0 oc bracing. Except: 4-4-0 oc bracing: 31-33 REACTIONS. (size)2=0-8-0, 14=0-8-0, 34=0-8-0 Max Horz 2=392(LC 12) Max Uplift 2=-667(LC 12), 14=-615(LC 12), 34=-1254(LC 12) Max Grav 2=698(LC 21), 14=1316(LC 1), 34=1930(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-754/1184, 5-6=-1041/674, 6-7=-1814/1155, 7-8=-1814/1156, 8-10=-2329/1448, 10-11=-1860/1169, 11-12=-2082/1247, 12-13=-2059/1181, 13-14=-1278/752 BOT CHORD 2-35=-1263/580, 34-35=-1263/580, 33-34=-1555/914, 31-33=-1523/924, 5-31=-1486/929, 28-30=-401/849, 27-28=-1102/2131, 26-27=-196/385, 23-26=-204/382, 20-23=-200/386, 19-20=-196/385, 17-18=-1242/2340, 16-17=-993/1808, 13-16=-1003/1826 WEBS 3-35=-864/357, 3-34=-678/1426, 5-30=-518/1114, 6-30=-567/343, 10-17=-691/376, 11-17=-356/681, 18-27=-920/1775, 8-18=-169/251, 6-28=-682/1239, 7-28=-387/341, 8-28=-417/242 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 18-7-11, Exterior(2R) 18-7-11 to 24-3-9, Interior(1) 24-3-9 to 40-4-5, Exterior(2R) 40-4-5 to 46-0-3, Interior(1) 46-0-3 to 47-1-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=667, 14=615, 34=1254. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A13 Truss Type PIGGYBACK BASE Qty 2 Ply 1 2728822 Job Reference (optional) T25676298 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-IzJCKATDNTfJNymGTTq2kRpKEINRXCfJSGW_gAySDxH Scale = 1:94.1 1 2 3 4 5 6 7 8 9 10 11 28 27 26 25 20 19 17 16 24 23 22 21 1815 14 13 12 29 30 31 32 33 34 35 36 37 38 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 4x6 6x8 4x6 5x6 3x6 2x4 7x8 4x4 7x8 2x4 4x4 3x10 5x6 4x4 7x8 7-9-4 7-9-4 14-4-0 6-6-12 15-0-0 0-8-0 16-5-5 1-5-5 18-7-11 2-2-6 25-6-1 6-10-7 32-4-8 6-10-7 32-10-5 0-5-13 33-8-8 0-10-3 34-8-8 1-0-0 40-4-5 5-7-13 47-4-0 6-11-11 -1-10-8 1-10-8 7-9-4 7-9-4 15-0-0 7-2-12 18-7-11 3-7-11 25-6-1 6-10-7 32-4-8 6-10-7 32-10-5 0-5-13 33-8-8 0-10-3 34-8-8 1-0-0 40-4-5 5-7-13 47-4-0 6-11-11 0-4-39-8-01-10-34-4-03-4-01-0-09-8-06.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-13], [4:0-3-0,Edge], [6:0-5-4,0-3-0], [10:0-5-4,0-3-0], [18:0-4-0,0-4-8], [22:0-4-0,0-4-8], [27:Edge,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-S 0.63 0.42 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 0.02 0.12 (loc) 21-22 21-22 12 21-22 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 342 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-27,20-21,15-17,14-16: 2x4 SP No.3 25-26,19-20,16-17: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-2 oc bracing. Except: 4-5-0 oc bracing: 24-26 WEBS 1 Row at midpt 9-22 REACTIONS. (size)2=0-8-0, 27=0-8-0, 12=0-8-0 Max Horz 2=390(LC 12) Max Uplift 2=-669(LC 12), 27=-1254(LC 12), 12=-628(LC 12) Max Grav 2=699(LC 21), 27=1931(LC 1), 12=1283(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-756/1188, 5-6=-1049/680, 6-7=-1913/1210, 7-9=-1912/1210, 9-10=-2156/1341, 10-11=-1736/991, 11-12=-1214/763 BOT CHORD 2-28=-1263/581, 27-28=-1263/581, 26-27=-1555/913, 24-26=-1524/923, 5-24=-1490/928, 22-23=-406/859, 21-22=-1127/2156, 18-21=-1111/2154, 15-18=-745/1466, 14-15=-756/1467, 13-14=-760/1468 WEBS 3-28=-863/356, 3-27=-679/1426, 5-23=-524/1126, 6-23=-564/348, 6-22=-711/1297, 7-22=-445/385, 11-13=-680/1369, 9-18=-338/282, 10-18=-437/890, 9-22=-300/193 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 18-7-11, Exterior(2R) 18-7-11 to 24-3-9, Interior(1) 24-3-9 to 40-4-5, Exterior(2R) 40-4-5 to 46-0-3, Interior(1) 46-0-3 to 47-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=669, 27=1254, 12=628. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A14 Truss Type PIGGYBACK BASE Qty 3 Ply 1 2728822 Job Reference (optional) T25676299 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-ELQylsUTv4v0dGvfbusWpsvgk6zS?7Nbva?5l2ySDxF Scale = 1:93.3 1 2 3 4 5 6 7 8 9 10 11 12 33 32 31 30 29 28 27 26 25 22 19 18 24 23 21 20 17 16 15 14 13 34 35 36 37 38 39 40 41 42 43 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 5x6 8x10 8x10 3x6 3x6 2x4 7x8 4x4 7x8 2x4 4x6 7x8 5x6 3x6 4x4 7-9-4 7-9-4 14-4-0 6-6-12 15-0-0 0-8-0 16-5-5 1-5-5 18-7-11 2-2-6 25-6-1 6-10-7 30-6-4 5-0-2 32-4-8 1-10-4 33-8-8 1-4-0 34-8-8 1-0-0 36-1-0 1-4-8 40-4-5 4-3-5 43-8-7 3-4-1 45-2-8 1-6-1 47-4-0 2-1-8 -1-10-8 1-10-8 7-9-4 7-9-4 15-0-0 7-2-12 16-5-5 1-5-5 18-7-11 2-2-6 25-6-1 6-10-7 30-6-4 5-0-2 32-4-8 1-10-4 33-8-8 1-4-0 34-8-8 1-0-0 36-1-0 1-4-8 40-4-5 4-3-5 43-8-7 3-4-1 45-2-8 1-6-1 47-4-0 2-1-8 0-4-39-8-01-10-34-4-01-0-03-4-04-4-01-0-01-0-09-8-06.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-13], [4:0-3-0,Edge], [6:0-5-4,0-3-0], [8:0-4-0,0-4-8], [10:0-5-4,0-3-0], [12:Edge,0-2-13], [17:0-2-0,0-6-4], [27:0-4-0,0-4-8], [32:Edge,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-S 0.63 0.83 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 0.07 0.12 (loc) 26 26 13 26 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 365 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.3 *Except* 2-32,27-29,18-27: 2x6 SP No.2 30-31,23-24,20-21,13-14: 2x4 SP No.2, 12-17: 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-14 oc bracing. Except: 4-4-0 oc bracing: 29-31 REACTIONS. (size)2=0-8-0, 13=0-8-0, 32=0-8-0 Max Horz 2=390(LC 12) Max Uplift 2=-668(LC 12), 13=-617(LC 12), 32=-1254(LC 12) Max Grav 2=698(LC 21), 13=1321(LC 1), 32=1933(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-754/1187, 5-6=-1051/679, 6-7=-1897/1200, 7-8=-1897/1201, 8-9=-2430/1497, 9-10=-2434/1498, 10-11=-2128/1266, 11-12=-2101/1199, 12-13=-1281/752 BOT CHORD 2-33=-1263/580, 32-33=-1263/580, 31-32=-1558/914, 29-31=-1526/923, 5-29=-1494/928, 27-28=-406/862, 26-27=-1097/2134, 25-26=-168/331, 22-25=-176/326, 19-22=-172/331, 18-19=-168/331, 9-17=-294/273, 16-17=-962/1873, 15-16=-1009/1846, 12-15=-1018/1862 WEBS 3-33=-864/357, 3-32=-679/1426, 5-28=-526/1132, 6-28=-562/351, 6-27=-700/1275, 7-27=-387/341, 10-17=-425/791, 10-16=-96/270, 8-26=-279/229, 8-27=-336/194, 17-26=-949/1840, 8-17=-225/363 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 18-7-11, Exterior(2R) 18-7-11 to 24-3-9, Interior(1) 24-3-9 to 40-4-5, Exterior(2R) 40-4-5 to 46-0-3, Interior(1) 46-0-3 to 47-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=668, 13=617, 32=1254. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A15 Truss Type HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676300 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-iY_KyCV6gO1tFPUr8cNlL4RryVLIkbgl8EleHVySDxE Scale = 1:93.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 4x6 6x8 3x4 4x6 5x6 3x4 3x4 3x4 6x8 3x6 2x4 7x8 4x4 7x8 4x4 4x4 4x4 6x8 3x4 7-5-15 7-5-15 14-4-0 6-10-1 15-0-0 0-8-0 20-2-8 5-2-8 27-0-15 6-10-7 33-8-8 6-7-10 34-8-8 1-0-0 38-9-8 4-1-0 47-4-0 8-6-8 -1-10-8 1-10-8 7-5-15 7-5-15 15-0-0 7-6-1 20-2-8 5-2-8 27-0-15 6-10-7 33-8-8 6-7-10 34-8-8 1-0-0 38-9-8 4-1-0 42-3-3 3-5-11 47-4-0 5-0-13 0-4-310-5-71-10-34-4-03-4-02-0-01-0-010-5-76.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-13], [4:0-3-0,Edge], [6:0-5-4,0-3-0], [10:0-5-4,0-3-0], [13:Edge,0-4-0], [15:0-2-0,0-4-0], [19:0-3-0,0-4-8], [22:Edge,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-S 0.60 0.60 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.03 0.10 (loc) 18-19 18-19 13 2-23 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 362 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-22,9-16: 2x4 SP No.3, 16-17: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-0 oc bracing. WEBS 1 Row at midpt 3-22, 11-13 REACTIONS. (size)2=0-8-0, 22=0-8-0, 13=0-8-0 Max Horz 2=390(LC 12) Max Uplift 2=-666(LC 12), 22=-1265(LC 12), 13=-624(LC 12) Max Grav 2=714(LC 23), 22=2139(LC 17), 13=1514(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-817/1225, 5-6=-1207/689, 6-7=-1711/1015, 7-9=-2012/1159, 9-10=-2017/1160, 10-11=-1932/1031 BOT CHORD 2-23=-1295/655, 22-23=-1295/655, 21-22=-1831/938, 5-21=-1747/950, 19-20=-395/996, 18-19=-91/317, 9-15=-368/331, 14-15=-701/1636, 13-14=-770/1551 WEBS 3-23=-854/353, 3-22=-744/1433, 5-20=-485/1260, 6-20=-508/319, 6-19=-496/1011, 7-19=-675/495, 10-15=-336/585, 11-14=-25/269, 11-13=-1799/929, 15-19=-672/1370, 7-15=-193/364 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 20-2-8, Exterior(2R) 20-2-8 to 25-10-6, Interior(1) 25-10-6 to 38-9-8, Exterior(2R) 38-9-8 to 44-5-6, Interior(1) 44-5-6 to 47-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=666, 22=1265, 13=624. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A16 Truss Type HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676301 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-AkYj9YWkRh9ksZ31iJv_uH_0uvdvT?NuNuUCpxySDxD Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 4x6 ST1.5x8 STP ST1.5x8 STP 6x8 4x6 6x8 3x4 4x6 4x6 4x4 2x4 4x4 7x8 2x4 4x8 4x4 4x4 6x8 4x6 4x6 2x4 7-7-4 7-7-4 8-10-2 1-2-14 14-8-0 5-9-14 25-3-2 10-7-2 36-6-10 11-3-8 47-9-0 11-2-6 -1-10-8 1-10-8 5-7-8 5-7-8 8-10-2 3-2-10 14-8-0 5-9-14 18-2-8 3-6-8 25-3-2 7-0-10 32-3-12 7-0-10 40-9-8 8-5-12 47-9-0 6-11-8 0-4-39-5-75-11-119-5-76.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-1], [4:0-3-0,Edge], [13:Edge,0-4-4], [18:0-4-0,0-4-12] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.89 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.31 0.03 0.35 (loc) 13-14 14-16 13 14-16 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 369 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 7-16, 8-16, 10-16, 10-14, 11-13 REACTIONS. (size)2=0-8-0, 18=0-8-0, 13=Mechanical Max Horz 2=379(LC 12) Max Uplift 2=-489(LC 12), 18=-1625(LC 12), 13=-666(LC 12) Max Grav 2=496(LC 21), 18=2598(LC 17), 13=1669(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-350/474, 3-5=-118/391, 5-6=-712/579, 6-7=-503/500, 7-8=-1298/720, 8-10=-1298/720, 10-11=-1427/870 BOT CHORD 2-20=-655/260, 18-20=-447/68, 16-18=0/301, 14-16=-720/1444, 13-14=-515/979 WEBS 3-20=-278/273, 5-20=-1039/372, 5-18=-585/1301, 7-18=-1768/1333, 7-16=-1018/1563, 8-16=-429/372, 10-16=-335/353, 10-14=-305/195, 11-14=-331/956, 11-13=-1573/846, 6-18=-403/418 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 18-2-8, Exterior(2R) 18-2-8 to 23-10-6, Interior(1) 23-10-6 to 40-9-8, Exterior(2R) 40-9-8 to 46-5-6, Interior(1) 46-5-6 to 47-7-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=489, 18=1625, 13=666. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-60, 7-11=-60, 11-12=-60, 2-16=-20, 16-34=-40(F=-20), 13-34=-20 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A17 Truss Type HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676302 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-77gTaDX_zJPS6tDQqkxSzi3MNjPIxylBqCzIuqySDxB Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 6x8 3x4 4x6 4x6 4x4 2x4 4x4 7x8 7x8 2x4 5x8 4x4 4x4 6x8 4x6 4x6 2x4 7-6-1 7-6-1 14-8-0 7-1-15 24-8-14 10-0-14 37-2-14 12-6-0 47-9-0 10-6-2 -1-10-8 1-10-8 6-0-5 6-0-5 11-1-13 5-1-7 14-8-0 3-6-3 17-0-0 2-4-0 24-8-14 7-8-14 32-5-12 7-8-14 42-0-0 9-6-4 47-9-0 5-9-0 0-4-38-10-35-11-118-10-36.00 12 Plate Offsets (X,Y)-- [2:0-10-0,Edge], [4:0-3-0,Edge], [13:Edge,0-4-4], [18:0-4-0,0-4-12] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.45 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.37 0.02 0.36 (loc) 14-16 14-16 13 14-16 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 364 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 13-15,15-17: 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 7-18, 7-16, 8-16, 10-16, 10-14, 11-13 REACTIONS. (size)2=0-8-0, 18=0-8-0, 13=Mechanical Max Horz 2=379(LC 12) Max Uplift 2=-488(LC 12), 18=-1632(LC 12), 13=-667(LC 12) Max Grav 2=494(LC 21), 18=2595(LC 2), 13=1652(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-364/549, 3-5=-204/563, 5-6=-699/550, 6-7=-575/525, 7-8=-1350/690, 8-10=-1350/691, 10-11=-1459/858 BOT CHORD 2-20=-717/257, 16-18=-10/286, 14-16=-774/1538, 13-14=-486/899 WEBS 3-20=-350/300, 5-20=-1329/566, 5-18=-471/909, 7-18=-1805/1389, 7-16=-1160/1763, 8-16=-464/396, 10-16=-367/402, 10-14=-367/248, 11-14=-389/1058, 11-13=-1589/873 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 17-0-0, Exterior(2R) 17-0-0 to 22-7-14, Interior(1) 22-7-14 to 42-0-0, Exterior(2E) 42-0-0 to 47-7-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=488, 18=1632, 13=667. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-60, 7-11=-60, 11-12=-60, 2-16=-20, 16-33=-40(F=-20), 13-33=-20 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A18 Truss Type HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676303 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-bJEroZYckcXJj1ocNRShWwcVi7hjgMMK3sjsQGySDxA Scale = 1:87.5 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 26 27 28 29 30 31 32 33 34 35 36 37 38 4x6 ST1.5x8 STP ST1.5x8 STP 7x8 4x6 6x8 3x4 4x6 4x6 6x8 3x4 3x4 4x6 3x6 2x4 7x8 4x6 7x8 4x4 4x4 2x4 2x4 4x8 6x8 4x4 7-9-4 7-9-4 14-8-0 6-10-12 15-0-0 0-4-0 16-11-8 1-11-8 24-7-12 7-8-4 28-0-0 3-4-4 34-0-0 6-0-0 39-0-0 5-0-0 44-0-0 5-0-0 47-9-0 3-9-0 -1-10-8 1-10-8 7-9-4 7-9-4 15-0-0 7-2-12 16-11-8 1-11-8 19-9-14 2-10-6 24-7-12 4-9-14 28-0-0 3-4-4 34-0-0 6-0-0 39-0-0 5-0-0 44-0-0 5-0-0 47-9-0 3-9-0 0-4-37-10-35-11-111-0-07-10-36.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-13], [4:0-3-0,Edge], [14:Edge,0-4-4], [20:0-2-12,0-3-8], [23:0-3-8,0-4-12] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.76 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.33 -0.02 0.11 (loc) 20-21 20-21 14 2-25 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 377 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-7 oc bracing. WEBS 1 Row at midpt 5-23, 10-15, 12-14, 6-21 REACTIONS. (size)2=0-8-0, 23=0-8-0, 14=Mechanical Max Horz 2=379(LC 12) Max Uplift 2=-661(LC 12), 23=-1332(LC 12), 14=-688(LC 12) Max Grav 2=684(LC 2), 23=2312(LC 2), 14=1634(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-730/1196, 6-7=-1765/989, 7-8=-1753/987, 8-10=-1802/1073, 10-11=-1459/866, 11-12=-1459/866 BOT CHORD 2-25=-1270/575, 23-25=-1270/575, 20-21=-492/937, 17-18=-951/1772, 15-17=-951/1772, 14-15=-378/674 WEBS 3-25=-903/339, 3-23=-745/1530, 21-23=-1880/1053, 5-21=-416/354, 18-20=-919/1999, 8-18=-261/161, 10-17=-81/264, 10-15=-616/397, 11-15=-313/290, 12-15=-652/1352, 12-14=-1501/854, 6-20=-626/1301, 6-21=-1649/939 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 44-0-0, Exterior(2E) 44-0-0 to 47-7-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=661, 23=1332, 14=688. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A18 Truss Type HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676303 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:15 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-bJEroZYckcXJj1ocNRShWwcVi7hjgMMK3sjsQGySDxA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-12=-60, 12-13=-60, 2-22=-20, 20-21=-20, 18-19=-20, 17-18=-40(F=-20), 14-17=-20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A19 Truss Type HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676304 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-XiLcDFasGEn1zKy?VsU9bLhtdwOf8GCdWACyU9ySDx8 Scale = 1:87.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 4x6 4x6 3x4 5x6 3x4 3x4 4x6 3x6 2x4 7x8 6x8 6x8 4x6 6x8 4x4 4x4 2x4 2x4 4x8 7x8 6x8 4x6 7-1-9 7-1-9 14-8-0 7-6-7 16-11-8 2-3-8 24-7-12 7-8-4 28-0-0 3-4-4 34-0-0 6-0-0 40-0-0 6-0-0 46-0-0 6-0-0 47-9-0 1-9-0 -1-10-8 1-10-8 7-1-9 7-1-9 13-0-0 5-10-7 16-11-8 3-11-8 24-7-12 7-8-4 28-0-0 3-4-4 34-0-0 6-0-0 40-0-0 6-0-0 46-0-0 6-0-0 47-9-0 1-9-0 0-4-36-10-35-11-111-0-06-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-1-1], [4:0-3-0,Edge], [5:0-5-8,0-3-0], [15:Edge,0-4-4], [21:0-2-12,0-3-0], [22:0-5-8,0-3-0], [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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.66 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.23 0.05 0.15 (loc) 17 16-17 15 16-17 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 373 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-23,7-20: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 7-6-6 oc bracing: 17-19 7-8-6 oc bracing: 16-17 10-0-0 oc bracing: 15-16. 1 Row at midpt 6-22 WEBS 1 Row at midpt 3-24, 5-24, 6-21, 10-16, 13-16 REACTIONS. (size)2=0-8-0, 24=0-8-0, 15=Mechanical Max Horz 2=379(LC 12) Max Uplift 2=-532(LC 12), 24=-1520(LC 12), 15=-638(LC 12) Max Grav 2=480(LC 1), 24=2479(LC 2), 15=1509(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/863, 3-5=-408/540, 6-7=-1697/779, 7-8=-1685/774, 8-10=-1836/954, 10-11=-1424/765, 11-13=-1425/765 BOT CHORD 2-26=-994/211, 24-26=-994/211, 22-23=-97/253, 6-22=-1457/1007, 7-21=-276/220, 17-19=-898/1823, 16-17=-898/1823, 15-16=-194/344 WEBS 3-26=-816/311, 3-24=-700/1458, 5-24=-1649/849, 22-24=-861/606, 5-22=-581/1451, 6-21=-1156/1966, 19-21=-885/1897, 8-21=-327/351, 10-17=-16/264, 10-16=-602/305, 11-16=-422/376, 13-16=-752/1557, 13-15=-1361/790 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 46-0-0, Exterior(2E) 46-0-0 to 47-7-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=532, 24=1520, 15=638. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A19 Truss Type HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676304 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:17 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-XiLcDFasGEn1zKy?VsU9bLhtdwOf8GCdWACyU9ySDx8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-13=-60, 13-14=-60, 2-23=-20, 21-22=-20, 19-20=-20, 17-19=-40(F=-20), 15-17=-20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A20 Truss Type HALF HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676305 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-q2GFhefFcNg1IP_LPq6oNpU3slm6HRBf7mOqEFySDx1 Scale = 1:85.8 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 26 27 28 29 30 31 32 33 34 35 6x8 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 6x8 4x6 4x6 6x8 3x4 3x4 4x6 4x4 2x4 6x8 2x4 5x12 7x8 4x4 2x4 4x4 2x4 4x8 4x6 4x6 7-5-3 7-5-3 14-8-0 7-2-13 16-11-8 2-3-8 24-7-12 7-8-4 28-0-0 3-4-4 34-0-0 6-0-0 40-9-10 6-9-10 47-9-0 6-11-6 -1-10-8 1-10-8 5-9-4 5-9-4 11-0-0 5-2-12 14-8-0 3-8-0 16-11-8 2-3-8 19-8-12 2-9-4 24-7-12 4-11-0 28-0-0 3-4-4 34-0-0 6-0-0 40-9-10 6-9-10 47-9-0 6-11-6 0-4-35-10-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-13], [4:0-4-0,0-1-15], [14:Edge,0-4-4], [18:0-3-8,0-2-8], [20:0-2-12,0-3-8], [23:0-3-8,0-4-8] 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-S 0.59 0.68 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.31 -0.02 0.15 (loc) 20-21 20-21 14 15-17 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 345 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing. WEBS 1 Row at midpt 4-25, 5-23, 12-14, 6-21 REACTIONS. (size)14=Mechanical, 2=0-8-0, 23=0-8-0 Max Horz 2=370(LC 12) Max Uplift 14=-687(LC 12), 2=-642(LC 12), 23=-1344(LC 12) Max Grav 14=1498(LC 17), 2=653(LC 2), 23=2285(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-730/1293, 3-4=-584/1283, 6-7=-2405/1245, 7-9=-2379/1240, 9-10=-2333/1280, 10-12=-2333/1280 BOT CHORD 2-25=-1401/595, 23-25=-440/148, 20-21=-689/1263, 17-18=-1280/2333, 15-17=-855/1592, 14-15=-855/1592 WEBS 3-25=-355/342, 4-25=-1419/584, 4-23=-518/995, 21-23=-1688/989, 5-21=-329/295, 18-20=-1232/2482, 9-18=-421/242, 10-17=-344/275, 12-17=-556/946, 12-15=0/305, 12-14=-2014/1081, 6-20=-740/1514, 6-21=-1904/1098 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 47-7-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 14=687, 2=642, 23=1344. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A20 Truss Type HALF HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676305 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:24 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-q2GFhefFcNg1IP_LPq6oNpU3slm6HRBf7mOqEFySDx1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-13=-60, 2-22=-20, 20-21=-20, 18-19=-20, 17-18=-40(F=-20), 14-17=-20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A21 Truss Type HALF HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676306 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-IEqdu_guNhouwZZXzYd1w10Ec95U0uZpMQ8OnhySDx0 Scale = 1:85.8 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 26 27 28 29 30 31 32 33 6x8 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 6x8 4x6 4x6 6x8 3x4 3x4 5x6 4x4 2x4 6x8 2x4 5x6 6x8 4x4 2x4 4x4 2x4 4x8 4x6 4x6 6-4-9 6-4-9 14-8-0 8-3-7 16-11-8 2-3-8 24-7-12 7-8-4 28-0-0 3-4-4 34-0-0 6-0-0 40-10-8 6-10-8 47-9-0 6-10-8 -1-10-8 1-10-8 4-2-0 4-2-0 9-0-0 4-10-0 14-8-0 5-8-0 16-11-8 2-3-8 19-8-12 2-9-4 24-7-12 4-11-0 28-0-0 3-4-4 34-0-0 6-0-0 40-10-8 6-10-8 47-9-0 6-10-8 0-4-34-10-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-13], [4:0-4-0,0-1-15], [14:Edge,0-4-4], [20:0-2-8,0-3-12], [23:0-3-8,0-4-4] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.73 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.35 -0.02 0.19 (loc) 20-21 20-21 14 23-25 l/defl >999 >999 n/a >898 L/d 360 180 n/a 240 PLATES MT20 Weight: 332 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 8-19: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 18-20: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. WEBS 1 Row at midpt 5-23, 12-14, 6-21 REACTIONS. (size)14=Mechanical, 2=0-8-0, 23=0-8-0 Max Horz 2=316(LC 12) Max Uplift 14=-683(LC 12), 2=-653(LC 12), 23=-1337(LC 12) Max Grav 14=1491(LC 17), 2=637(LC 2), 23=2307(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-792/1549, 3-4=-627/1459, 5-6=-196/275, 6-8=-3057/1588, 8-9=-3013/1579, 9-10=-2835/1560, 10-12=-2835/1560 BOT CHORD 2-25=-1590/663, 23-25=-734/270, 20-21=-858/1566, 16-18=-1560/2835, 15-16=-1035/1925, 14-15=-1035/1925 WEBS 3-25=-302/279, 4-25=-1262/473, 4-23=-612/1123, 21-23=-1746/1029, 5-21=-411/354, 18-20=-1501/2953, 9-20=-71/264, 9-18=-542/307, 10-16=-342/275, 12-16=-635/1080, 12-15=0/304, 12-14=-2275/1223, 6-20=-879/1795, 6-21=-2215/1268 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 2-1-8, Interior(1) 2-1-8 to 9-0-0, Exterior(2R) 9-0-0 to 14-8-0, Interior(1) 14-8-0 to 47-7-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 14=683, 2=653, 23=1337. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A21 Truss Type HALF HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676306 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:25 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-IEqdu_guNhouwZZXzYd1w10Ec95U0uZpMQ8OnhySDx0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-13=-60, 2-22=-20, 20-21=-20, 18-19=-20, 16-18=-40(F=-20), 14-16=-20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A22G Truss Type HALF HIP GIRDER Qty 1 Ply 2 2728822 Job Reference (optional) T25676307 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-7OCu91kfzXY2eU0hJokR9IGIJZBwQgNhkLbizLySDww Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 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 6x8 ST1.5x8 STP ST1.5x8 STP 4x6 5x6 3x8 4x6 4x6 3x4 3x4 3x4 3x4 4x6 4x8 2x4 4x4 6x8 4x4 6x8 5x8 2x4 7x8 4x4 6x8 2x4 4x8 2x4 5x8 4x6 7-0-0 7-0-0 14-8-0 7-8-0 16-11-8 2-3-8 20-9-10 3-10-2 24-7-12 3-10-2 29-2-8 4-6-12 35-5-4 6-2-12 41-6-4 6-1-0 47-9-0 6-2-12 -1-10-8 1-10-8 3-9-4 3-9-4 7-0-0 3-2-12 10-10-14 3-10-14 14-8-0 3-9-2 16-11-8 2-3-8 20-9-10 3-10-2 24-7-12 3-10-2 29-2-8 4-6-12 35-5-4 6-2-12 41-6-4 6-1-0 47-9-0 6-2-12 0-4-33-10-31-0-06.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15], [22:0-2-8,0-4-12], [24:0-2-8,0-3-12], [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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.54 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.03 0.18 (loc) 18-20 18-20 16 18-20 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 681 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 7-25,10-21: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)16=Mechanical, 2=0-8-0, 26=0-8-0 Max Horz 2=262(LC 8) Max Uplift 16=-1248(LC 8), 2=-630(LC 25), 26=-3259(LC 8) Max Grav 16=2313(LC 30), 2=230(LC 13), 26=5401(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-131/760, 3-4=-220/930, 4-5=-168/848, 5-6=-2382/4271, 6-7=-1934/3404, 7-8=-1922/3380, 8-10=-3531/1859, 10-11=-3496/1843, 11-12=-4122/2200, 12-14=-3280/1766, 14-15=-3280/1766, 15-16=-2157/1270 BOT CHORD 2-28=-672/153, 26-28=-2287/1049, 25-26=-381/207, 7-24=-361/277, 23-24=-271/645, 22-23=-271/645, 10-22=-377/333, 20-21=-239/444, 18-20=-2489/4623, 17-18=-2489/4623 WEBS 3-28=-293/218, 4-28=-740/425, 5-28=-1185/2018, 5-26=-2712/1794, 6-26=-1336/814, 24-26=-4292/2399, 6-24=-669/1311, 8-24=-4660/2556, 8-23=-29/392, 8-22=-1851/3369, 20-22=-2010/3771, 11-22=-722/412, 11-20=-349/392, 12-20=-575/376, 12-18=0/503, 12-17=-1538/827, 14-17=-766/670, 15-17=-1988/3693 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=1248, 2=630, 26=3259.Continued on page 2 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss A22G Truss Type HALF HIP GIRDER Qty 1 Ply 2 2728822 Job Reference (optional) T25676307 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:31 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-7OCu91kfzXY2eU0hJokR9IGIJZBwQgNhkLbizLySDww NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 249 lb down and 313 lb up at 7-0-0, 189 lb down and 180 lb up at 9-0-12, 189 lb down and 180 lb up at 11-0-12, 189 lb down and 180 lb up at 13-0-12, 189 lb down and 180 lb up at 15-0-12, 159 lb down and 144 lb up at 17-0-12, 159 lb down and 144 lb up at 19-0-12, 159 lb down and 144 lb up at 21-0-12, 159 lb down and 144 lb up at 23-0-12, 189 lb down and 180 lb up at 25-0-12, 189 lb down and 180 lb up at 27-0-12, 189 lb down and 180 lb up at 29-0-12, 189 lb down and 180 lb up at 31-0-12, 189 lb down and 180 lb up at 33-0-12, 189 lb down and 180 lb up at 35-0-12, 189 lb down and 180 lb up at 37-0-12, 189 lb down and 180 lb up at 39-0-12, 189 lb down and 180 lb up at 41-0-12, 189 lb down and 180 lb up at 43-0-12, and 189 lb down and 180 lb up at 45-0-12, and 179 lb down and 175 lb up at 47-0-12 on top chord, and 526 lb down and 109 lb up at 7-0-0, 103 lb down at 9-0-12, 103 lb down at 11-0-12, 103 lb down at 13-0-12, 83 lb down at 15-0-12, 101 lb down and 43 lb up at 16-9-12, 101 lb down and 43 lb up at 19-0-12, 101 lb down and 43 lb up at 21-0-12, 101 lb down and 43 lb up at 23-0-12, 83 lb down at 24-9-8, 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, 83 lb down at 41-0-12, 83 lb down at 43-0-12, and 83 lb down at 45-0-12, and 93 lb down at 47-0-12 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, 4-15=-60, 2-25=-20, 22-24=-20, 16-21=-20 Concentrated Loads (lb) Vert: 4=-131(B) 9=-79(B) 27=-50(B) 25=-88(B) 7=-79(B) 10=-112(B) 28=-312(B) 5=-112(B) 8=-79(B) 23=-88(B) 22=-50(B) 11=-112(B) 20=-50(B) 13=-112(B) 29=-112(B) 30=-112(B) 31=-112(B) 33=-79(B) 34=-112(B) 36=-112(B) 38=-112(B) 39=-112(B) 40=-112(B) 41=-112(B) 42=-112(B) 43=-112(B) 44=-126(B) 45=-50(B) 46=-50(B) 47=-50(B) 48=-88(B) 49=-88(B) 50=-50(B) 51=-50(B) 52=-50(B) 53=-50(B) 54=-50(B) 55=-50(B) 56=-50(B) 57=-50(B) 58=-50(B) 59=-54(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 2728822 Truss B1G Truss Type HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676308 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-IVM2SotYNvxUTAMoTcR06cD4G?xUVkQJGZlnsCySDwl Scale = 1:45.2 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 4x8 ST1.5x8 STP ST1.5x8 STP 4x8 3x8 2x4 7x8 2x4 2x4 3x8 7-0-0 7-0-0 12-0-0 5-0-0 17-0-0 5-0-0 24-0-0 7-0-0 -1-10-8 1-10-8 7-0-0 7-0-0 12-0-0 5-0-0 17-0-0 5-0-0 24-0-0 7-0-0 25-10-8 1-10-8 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-5-4,0-2-0], [5:0-5-4,0-2-0], [6:0-2-10,0-1-8], [9:0-4-0,0-4-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.60 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.24 0.07 0.17 (loc) 9 9 6 9 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-4-3 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-182(LC 23) Max Uplift 2=-1090(LC 8), 6=-1090(LC 8) Max Grav 2=1959(LC 29), 6=1959(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3434/1700, 3-4=-3589/1932, 4-5=-3589/1932, 5-6=-3435/1700 BOT CHORD 2-10=-1348/3070, 9-10=-1352/3096, 8-9=-1318/2997, 6-8=-1314/2972 WEBS 3-10=-101/642, 3-9=-459/801, 4-9=-644/555, 5-9=-460/803, 5-8=-101/642 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1090, 6=1090. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 249 lb down and 313 lb up at 7-0-0, 189 lb down and 180 lb up at 9-0-12, 189 lb down and 180 lb up at 11-0-12, 189 lb down and 180 lb up at 12-11-4, and 189 lb down and 180 lb up at 14-11-4, and 249 lb down and 313 lb up at 17-0-0 on top chord, and 433 lb down and 164 lb up at 7-0-0, 83 lb down at 9-0-12, 83 lb down at 11-0-12, 83 lb down at 12-11-4, and 83 lb down at 14-11-4, and 433 lb down and 164 lb up at 16-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Continued on page 2 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss B1G Truss Type HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676308 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:42 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-IVM2SotYNvxUTAMoTcR06cD4G?xUVkQJGZlnsCySDwl LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-131(F) 5=-131(F) 10=-312(F) 8=-312(F) 11=-112(F) 12=-112(F) 13=-112(F) 14=-112(F) 15=-50(F) 16=-50(F) 17=-50(F) 18=-50(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 2728822 Truss B2 Truss Type Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676309 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-miwRg8uA8D3L4Kx_0KyFeqmK?PD8EDsSVDVLOeySDwk Scale = 1:44.0 1 2 3 4 5 6 7 10 9 8 11 4x6 ST1.5x8 STP ST1.5x8 STP 4x8 3x4 3x4 3x4 3x8 2x4 3x4 2x4 9-0-0 9-0-0 15-0-0 6-0-0 23-11-8 8-11-8 -1-10-8 1-10-8 4-9-5 4-9-5 9-0-0 4-2-11 15-0-0 6-0-0 19-2-11 4-2-11 23-11-8 4-8-13 0-4-34-10-30-4-74-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-5-4,0-2-0] 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 0.53 0.83 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.41 0.05 0.08 (loc) 7-8 7-8 7 8-10 l/defl >999 >689 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. REACTIONS. (size)7=0-7-8, 2=0-8-0 Max Horz 2=212(LC 11) Max Uplift 7=-448(LC 12), 2=-629(LC 12) Max Grav 7=926(LC 1), 2=1071(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1572/1081, 3-4=-1325/920, 4-5=-1141/892, 5-6=-1337/932, 6-7=-1592/1115 BOT CHORD 2-10=-855/1372, 8-10=-593/1150, 7-8=-899/1364 WEBS 3-10=-287/309, 4-10=-100/340, 5-8=-122/346, 6-8=-323/350 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-10-8 to 2-1-8, Exterior(2E) 2-1-8 to 23-7-12 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) 7=448, 2=629. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss B3 Truss Type Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676310 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-EuUptUvovXBCiUWBa1TUB1JW4pdyzZ8cktEux4ySDwj Scale = 1:44.0 1 2 3 4 5 6 7 8 11 10 9 3x4 ST1.5x8 STP ST1.5x8 STP 3x4 3x4 3x4 3x4 2x4 5x8 3x4 2x4 3x6 5-4-0 5-4-0 11-0-0 5-8-0 12-0-0 1-0-0 13-0-0 1-0-0 18-8-0 5-8-0 23-11-8 5-3-8 -1-10-8 1-10-8 5-4-0 5-4-0 11-0-0 5-8-0 12-0-0 1-0-0 13-0-0 1-0-0 18-8-0 5-8-0 23-11-8 5-3-8 0-4-35-10-30-4-75-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-2-0,0-2-8], [6:0-2-0,0-2-8], [10:0-4-0,0-3-0] 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 0.51 0.54 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.15 0.05 0.08 (loc) 9-10 9-10 8 10-11 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 114 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 4-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. REACTIONS. (size)8=0-7-8, 2=0-8-0 Max Horz 2=254(LC 11) Max Uplift 8=-448(LC 12), 2=-629(LC 12) Max Grav 8=926(LC 1), 2=1071(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1636/1056, 3-4=-1141/819, 4-5=-948/811, 5-6=-946/810, 6-7=-1140/819, 7-8=-1655/1088 BOT CHORD 2-11=-833/1456, 10-11=-833/1456, 9-10=-872/1416, 8-9=-872/1416 WEBS 3-10=-573/430, 7-10=-618/472, 5-10=-302/560 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-10-8 to 2-1-8, Exterior(2E) 2-1-8 to 23-7-12 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) 8=448, 2=629. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss B4 Truss Type Roof Special Qty 1 Ply 1 2728822 Job Reference (optional) T25676311 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-j42B5qvRgqJ3Ke5N8k_jjFraTDw8izMlyX_RTXySDwi Scale = 1:46.5 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 4x4 3x4 3x4 2x4 5x8 3x8 9-7-4 9-7-4 18-8-0 9-0-12 23-11-8 5-3-8 -1-10-8 1-10-8 6-3-4 6-3-4 12-0-0 5-8-12 18-8-0 6-8-0 23-11-8 5-3-8 0-4-33-0-36-4-33-0-36.00 12 Plate Offsets (X,Y)-- [2:0-1-8,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-S 0.92 0.73 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.37 0.03 0.12 (loc) 8-10 8-10 7 8-10 l/defl >999 >755 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 122 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 1 Row at midpt 4-8 REACTIONS. (size)7=0-7-8, 2=0-8-0 Max Horz 2=220(LC 12) Max Uplift 7=-460(LC 12), 2=-624(LC 12) Max Grav 7=1035(LC 18), 2=1248(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1790/1259, 3-4=-1514/1108, 4-5=-1980/1577, 5-6=-1612/1207, 6-7=-977/878 BOT CHORD 2-10=-1195/1651, 8-10=-722/1092 WEBS 3-10=-396/490, 4-10=-296/717, 4-8=-734/957, 5-8=-1223/1184, 6-8=-1326/1806 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 12-0-0, Corner(3R) 12-0-0 to 16-0-0, Exterior(2N) 16-0-0 to 23-9-12 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) 7=460, 2=624. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss B5 Truss Type Roof Special Qty 1 Ply 1 2728822 Job Reference (optional) T25676312 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-BHcZIAw3R8RvxogZiSWyGSOlccF3RSSvBBj??zySDwh Scale = 1:46.5 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 4x4 3x4 3x4 2x4 4x8 5x6 8-7-4 8-7-4 16-8-0 8-0-12 23-11-8 7-3-8 -1-10-8 1-10-8 6-3-4 6-3-4 12-0-0 5-8-12 16-8-0 4-8-0 23-11-8 7-3-8 0-4-34-0-36-4-34-0-36.00 12 Plate Offsets (X,Y)-- [2:0-1-8,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-S 0.96 0.82 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.28 0.03 0.11 (loc) 8-10 8-10 7 8-10 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 126 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-6 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)7=0-7-8, 2=0-8-0 Max Horz 2=273(LC 12) Max Uplift 7=-467(LC 12), 2=-616(LC 12) Max Grav 7=1049(LC 17), 2=1257(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1830/1235, 3-4=-1623/1169, 4-5=-1729/1391, 5-6=-1476/1098, 6-7=-945/901 BOT CHORD 2-10=-1254/1670, 8-10=-768/1077 WEBS 3-10=-378/485, 4-10=-385/737, 4-8=-599/836, 5-8=-1085/1082, 6-8=-1182/1618 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 12-0-0, Corner(3R) 12-0-0 to 16-0-0, Exterior(2N) 16-0-0 to 23-9-12 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) 7=467, 2=616. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss B6 Truss Type Roof Special Qty 1 Ply 1 2728822 Job Reference (optional) T25676313 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-fT9xWWxhCSZmZyFmF91Bpgxz40cYArw2QrTYXPySDwg Scale = 1:46.5 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 ST1.5x8 STP ST1.5x8 STP 4x4 2x4 6x8 4x4 3x4 3x4 2x4 3x8 3x4 8-3-5 8-3-5 14-8-0 6-4-11 23-11-8 9-3-8 -1-10-8 1-10-8 6-3-4 6-3-4 12-0-0 5-8-12 14-8-0 2-8-0 19-3-12 4-7-12 23-11-8 4-7-12 0-4-35-0-36-4-35-0-36.00 12 Plate Offsets (X,Y)-- [2:0-1-8,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-S 0.72 0.74 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.41 0.04 0.08 (loc) 8-9 8-9 8 9-11 l/defl >999 >689 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 134 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 4-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. REACTIONS. (size)8=0-7-8, 2=0-8-0 Max Horz 2=327(LC 12) Max Uplift 8=-477(LC 12), 2=-607(LC 12) Max Grav 8=1061(LC 17), 2=1266(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1840/1260, 3-4=-1660/1230, 4-5=-1523/1221, 5-6=-1333/1002 BOT CHORD 2-11=-1305/1666, 9-11=-838/1099, 8-9=-703/810 WEBS 3-11=-373/482, 4-11=-424/685, 4-9=-448/692, 5-9=-792/793, 6-9=-465/757, 6-8=-1135/1008 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 12-0-0, Corner(3E) 12-0-0 to 14-8-0, Exterior(2N) 14-8-0 to 23-9-12 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) 8=477, 2=607. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss B7 Truss Type Half Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676314 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-fT9xWWxhCSZmZyFmF91Bpgx?50ZRAz?2QrTYXPySDwg Scale = 1:44.0 1 2 3 4 5 6 10 9 8 7 11 12 13 5x6 ST1.5x8 STP ST1.5x8 STP 2x4 6x8 3x4 3x4 3x4 2x4 3x4 3x4 8-3-0 8-3-0 14-8-2 6-5-2 23-11-8 9-3-6 -1-10-8 1-10-8 5-11-4 5-11-4 11-4-0 5-4-12 18-0-4 6-8-4 23-11-8 5-11-4 0-4-36-0-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:0-3-0,0-2-0] 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 0.59 0.94 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.53 0.04 0.07 (loc) 7-8 7-8 7 8-10 l/defl >904 >532 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 130 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 4-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (size)7=0-7-8, 2=0-8-0 Max Horz 2=381(LC 12) Max Uplift 7=-489(LC 12), 2=-595(LC 12) Max Grav 7=1089(LC 17), 2=1277(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1864/964, 3-4=-1663/906, 4-5=-1108/643 BOT CHORD 2-10=-1130/1665, 8-10=-750/1173, 7-8=-568/846 WEBS 3-10=-346/384, 4-10=-291/576, 5-8=-149/517, 5-7=-1151/793 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-10-8 to 2-1-8, Exterior(2E) 2-1-8 to 23-9-12 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=489, 2=595. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss B8 Truss Type Half Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676315 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-7fjKjryJzlhdB5pyptYQLtT8uQyPvPwBfVC54sySDwf Scale = 1:45.1 1 2 3 4 5 6 7 11 10 9 8 12 13 14 3x4 ST1.5x8 STP 5x6 2x4 6x8 3x4 3x4 3x4 2x4 3x4 3x4 8-9-12 8-9-12 15-9-14 7-0-3 23-1-0 7-3-2 -1-10-8 1-10-8 6-1-9 6-1-9 13-4-0 7-2-7 18-3-13 4-11-13 23-1-0 4-9-3 0-4-37-0-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-3-0,0-2-0] 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 0.71 0.76 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 0.04 0.07 (loc) 2-11 2-11 8 9-11 l/defl >999 >875 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 134 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-2 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)8=0-3-8, 2=0-8-0 Max Horz 2=434(LC 12) Max Uplift 8=-488(LC 12), 2=-562(LC 12) Max Grav 8=1102(LC 17), 2=1267(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1863/923, 3-5=-1612/820, 5-6=-849/504 BOT CHORD 2-11=-1177/1689, 9-11=-622/962, 8-9=-403/617 WEBS 3-11=-445/504, 5-11=-386/764, 5-9=-326/337, 6-9=-290/666, 6-8=-1066/707 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-10-8 to 2-1-8, Exterior(2E) 2-1-8 to 22-11-4 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=488, 2=562. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss B9 Truss Type Half Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676316 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-bsHiwByxk3pUoFO8Na3fu50I4qIqepoLt9yfcIySDwe Scale = 1:49.6 1 2 3 4 5 6 10 9 8 711 3x4 ST1.5x8 STP 3x4 6x8 3x4 3x4 3x4 2x4 3x4 4x8 8-2-13 8-2-13 15-4-0 7-1-2 23-1-0 7-9-0 -1-10-8 1-10-8 8-2-13 8-2-13 15-4-0 7-1-2 23-1-0 7-9-0 0-4-38-0-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [5:0-5-4,0-2-0] 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 0.81 0.75 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.28 0.04 0.09 (loc) 7-8 2-10 7 2-10 l/defl >999 >964 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 130 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 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-12 oc bracing. WEBS 1 Row at midpt 6-7, 3-8, 5-7 REACTIONS. (size)7=0-3-8, 2=0-8-0 Max Horz 2=488(LC 12) Max Uplift 7=-505(LC 12), 2=-545(LC 12) Max Grav 7=1109(LC 17), 2=1258(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1761/764, 3-5=-946/452 BOT CHORD 2-10=-1062/1584, 8-10=-1062/1584, 7-8=-507/805 WEBS 3-10=0/326, 3-8=-914/646, 5-8=-266/772, 5-7=-1118/702 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-10-8 to 2-1-8, Exterior(2E) 2-1-8 to 22-11-4 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=505, 2=545. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss CJ1 Truss Type Jack-Open Qty 14 Ply 1 2728822 Job Reference (optional) T25676317 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-32r48XzZUNxLQPzLxIauQIZWlEodNQ2U6phC8kySDwd Scale = 1:9.2 1 2 3 4 4x6 ST1.5x8 STP 1-0-0 1-0-0 -1-10-8 1-10-8 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,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-P 0.63 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=102(LC 12) Max Uplift 3=-95(LC 1), 2=-339(LC 12) Max Grav 3=158(LC 12), 2=277(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=339. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss CJ3 Truss Type Jack-Open Qty 12 Ply 1 2728822 Job Reference (optional) T25676318 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-XEPSLt_BFg3C2ZYXU?57zW5dxd7p6tIeLTRmgAySDwc Scale = 1:14.2 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -1-10-8 1-10-8 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,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-P 0.79 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=155(LC 12) Max Uplift 3=-33(LC 9), 2=-272(LC 12) Max Grav 3=37(LC 17), 2=293(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-10-8 to 2-1-8, Exterior(2R) 2-1-8 to 2-11-4 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=272. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss CJ3T Truss Type Jack-Open Qty 2 Ply 1 2728822 Job Reference (optional) T25676319 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-?QzqZD?q0_C3fj7j2jcMWjeoh1QCrKYnZ7AJDdySDwb Scale = 1:14.2 1 2 3 4 7 5 6 6x8 3x4 2x4 ST1.5x8 STP 2x4 2-9-0 2-9-0 -1-10-8 1-10-8 3-0-0 3-0-0 0-4-31-10-30-10-31-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-3-0] 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-P 0.79 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 -0.03 (loc) 7 7 6 7 l/defl >999 >562 n/a >941 L/d 360 180 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=155(LC 12) Max Uplift 5=-25(LC 9), 2=-271(LC 12) Max Grav 5=66(LC 17), 2=296(LC 1), 6=20(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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-10-8 to 1-11-8, Exterior(2R) 1-11-8 to 2-11-4 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=271. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss CJ5 Truss Type Jack-Open Qty 12 Ply 1 2728822 Job Reference (optional) T25676320 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-?QzqZD?q0_C3fj7j2jcMWjeoh1Q9rKYnZ7AJDdySDwb Scale = 1:19.1 1 2 3 4 3x4 ST1.5x8 STP 5-0-0 5-0-0 -1-10-8 1-10-8 5-0-0 5-0-0 0-4-32-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,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-P 0.79 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=208(LC 12) Max Uplift 3=-95(LC 12), 2=-262(LC 12) Max Grav 3=133(LC 17), 2=351(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-10-8 to 2-1-8, Exterior(2R) 2-1-8 to 4-11-4 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=262. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss CJ5T Truss Type JACK-OPEN Qty 2 Ply 1 2728822 Job Reference (optional) T25676321 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-UdXDmZ?SnIKwHtivcQ8b2xBzQRmQanowomwsl3ySDwa Scale = 1:19.1 1 2 3 4 7 5 6 6x8 5x6 2x4 ST1.5x8 STP 2x4 2-9-0 2-9-0 -1-10-8 1-10-8 2-9-0 2-9-0 5-0-0 2-3-0 0-4-32-10-30-4-112-5-81-10-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-3-0] 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-P 0.79 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.20 0.07 -0.12 (loc) 7 7 6 7 l/defl >884 >283 n/a >465 L/d 360 180 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=208(LC 12) Max Uplift 5=-88(LC 12), 2=-260(LC 12) Max Grav 5=156(LC 17), 2=360(LC 17), 6=60(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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-10-8 to 1-11-8, Exterior(2R) 1-11-8 to 4-11-4 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=260. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss D1G Truss Type HALF HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676322 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-yp5b_v04YbSnv0H6A7fqb8j6bryAJ1041QfQHVySDwZ Scale = 1:36.5 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 4x8 ST1.5x8 STP ST1.5x8 STP 3x6 4x4 4x4 2x4 2x4 4x12 3x8 7-0-0 7-0-0 13-1-12 6-1-12 19-3-8 6-1-12 -1-10-8 1-10-8 7-0-0 7-0-0 13-1-12 6-1-12 19-3-8 6-1-12 0-4-33-10-36.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.93 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 0.04 0.11 (loc) 6-7 7-9 6 7-9 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (size)6=0-7-8, 2=0-8-0 Max Horz 2=264(LC 21) Max Uplift 6=-946(LC 8), 2=-859(LC 8) Max Grav 6=1674(LC 25), 2=1540(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2502/1190, 3-4=-2046/1094, 4-5=-2045/1094, 5-6=-1573/966 BOT CHORD 2-9=-1128/2168, 7-9=-1131/2193 WEBS 3-9=-87/666, 4-7=-817/706, 5-7=-1241/2318 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=946, 2=859. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 249 lb down and 313 lb up at 7-0-0, 189 lb down and 180 lb up at 9-0-12, 189 lb down and 180 lb up at 11-0-12, 189 lb down and 180 lb up at 13-0-12, 189 lb down and 180 lb up at 15-0-12, and 189 lb down and 180 lb up at 17-0-12, and 168 lb down and 171 lb up at 19-1-12 on top chord, and 433 lb down and 164 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, and 83 lb down at 15-0-12, and 83 lb down at 17-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 2-6=-20 Continued on page 2 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss D1G Truss Type HALF HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676322 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:54 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-yp5b_v04YbSnv0H6A7fqb8j6bryAJ1041QfQHVySDwZ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-131(B) 9=-312(B) 4=-112(B) 7=-50(B) 5=-140(B) 10=-112(B) 11=-112(B) 12=-112(B) 13=-112(B) 14=-50(B) 15=-50(B) 16=-50(B) 17=-50(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 2728822 Truss D2 Truss Type Half Hip Qty 1 Ply 1 2728822 Job Reference (optional) T25676323 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-Q?ezBF1iJvaeWAsIjrA37MGNcFIO2XODG4PzpyySDwY Scale = 1:35.9 1 2 3 4 5 6 9 8 7 10 4x4 ST1.5x8 STP ST1.5x8 STP 2x4 6x8 3x4 4x6 3x8 2x4 3x4 9-0-0 9-0-0 19-3-8 10-3-8 -1-10-8 1-10-8 4-9-5 4-9-5 9-0-0 4-2-11 14-1-12 5-1-12 19-3-8 5-1-12 0-4-34-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8] 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-S 0.55 0.93 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.49 0.02 0.04 (loc) 7-9 7-9 7 7-9 l/defl >935 >460 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)7=0-7-8, 2=0-8-0 Max Horz 2=318(LC 12) Max Uplift 7=-387(LC 12), 2=-513(LC 12) Max Grav 7=745(LC 1), 2=902(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1223/869, 3-4=-961/665, 4-5=-812/666 BOT CHORD 2-9=-1007/1078, 7-9=-551/606 WEBS 3-9=-305/383, 5-9=-156/345, 5-7=-788/739 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-10-8 to 2-1-8, Exterior(2E) 2-1-8 to 19-1-12 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 100 lb uplift at joint(s) except (jt=lb) 7=387, 2=513. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss D3G Truss Type Half Hip Girder Qty 1 Ply 2 2728822 Job Reference (optional) T25676324 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-uCCLOb2K4DiV8KRUHYhIgZpXreh9nvMNUk8XMOySDwX Scale = 1:40.5 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 4x10 MT20HS ST1.5x8 STP ST1.5x8 STP 3x8 8x14 MT20HS 4x4 3x8 5x8 2x4 8x10 5x6 5-9-4 5-9-4 11-0-0 5-2-12 15-1-12 4-1-12 19-3-8 4-1-12 -1-10-8 1-10-8 5-9-4 5-9-4 11-0-0 5-2-12 15-1-12 4-1-12 19-3-8 4-1-12 0-4-35-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:0-6-0,0-2-8], [6:0-3-0,0-1-12], [8:0-5-0,0-4-8], [9:0-7-0,0-4-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.64 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.30 0.04 (loc) 9-10 9-10 7 l/defl >999 >748 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 274 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2, 6-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. REACTIONS. (size)7=0-7-8, 2=0-8-0 Max Horz 2=374(LC 21) Max Uplift 7=-3805(LC 8), 2=-2410(LC 8) Max Grav 7=7853(LC 2), 2=4468(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9267/4747, 3-4=-6700/3357, 4-5=-4269/2108, 5-6=-4269/2109, 6-7=-5943/2971 BOT CHORD 2-10=-4408/8136, 9-10=-4408/8136, 8-9=-3131/6075 WEBS 3-10=-1200/2340, 3-9=-2702/1525, 4-9=-2632/5100, 4-8=-3078/1691, 6-8=-3539/7161 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=3805, 2=2410. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2240 lb down and 1268 lb up at 7-1-8, 1440 lb down and 703 lb up at 9-0-12, 1448 lb down and 707 lb up at 11-0-12, 1431 lb down and 658 lb up at 13-0-12, 1529 lb down and 708 lb up at 15-0-12, and 1509 lb down and 687 lb up at 17-0-12, and 1518 lb down and 684 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss D3G Truss Type Half Hip Girder Qty 1 Ply 2 2728822 Job Reference (optional) T25676324 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:56 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-uCCLOb2K4DiV8KRUHYhIgZpXreh9nvMNUk8XMOySDwX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 2-7=-20 Concentrated Loads (lb) Vert: 9=-1331(F) 8=-1333(F) 12=-2240(F) 13=-1323(F) 14=-1263(F) 15=-1333(F) 16=-1332(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 2728822 Truss H1G Truss Type HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676325 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-qaK6pG3acqyCNeatPzjml_upeSLaFqfgy2ddQGySDwV Scale = 1:50.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 1617 1819 20 21 22 23 24 25 26 27 3x8 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x8 5x6 3x4 2x4 3x4 4x8 3x6 3x4 3x4 2x4 3-9-4 3-9-4 7-0-0 3-2-12 14-0-0 7-0-0 21-0-0 7-0-0 24-2-12 3-2-12 28-0-0 3-9-4 3-9-4 3-9-4 7-0-0 3-2-12 14-0-0 7-0-0 21-0-0 7-0-0 24-2-12 3-2-12 28-0-0 3-9-4 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-10,0-1-8], [3:0-6-0,0-2-8], [5:0-6-0,0-2-8], [7:0-2-10,0-1-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.77 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.39 0.10 0.29 (loc) 10 10 7 10 l/defl >999 >836 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 160 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-4-12 oc bracing. REACTIONS. (size)1=0-8-0, 7=0-8-0 Max Horz 1=-142(LC 6) Max Uplift 1=-1106(LC 8), 7=-1106(LC 8) Max Grav 1=2158(LC 29), 7=2158(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4165/2150, 2-3=-4144/2184, 3-4=-4934/2711, 4-5=-4934/2711, 5-6=-4144/2185, 6-7=-4167/2150 BOT CHORD 1-13=-1838/3724, 12-13=-1838/3724, 10-12=-1824/3787, 9-10=-1824/3680, 8-9=-1838/3619, 7-8=-1838/3619 WEBS 2-12=-372/441, 3-12=-145/691, 3-10=-782/1456, 4-10=-942/821, 5-10=-782/1456, 5-9=-145/691, 6-9=-374/441 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1106, 7=1106. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 249 lb down and 313 lb up at 7-0-0, 189 lb down and 180 lb up at 9-0-12, 189 lb down and 180 lb up at 11-0-12, 189 lb down and 180 lb up at 13-0-12, 189 lb down and 180 lb up at 14-11-4, 189 lb down and 180 lb up at 16-11-4, and 189 lb down and 180 lb up at 18-11-4, and 249 lb down and 313 lb up at 21-0-0 on top chord, and 433 lb down and 164 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 14-11-4, 83 lb down at 16-11-4, and 83 lb down at 18-11-4, and 433 lb down and 164 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss H1G Truss Type HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676325 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:58 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-qaK6pG3acqyCNeatPzjml_upeSLaFqfgy2ddQGySDwV 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, 5-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 3=-131(F) 5=-131(F) 12=-312(F) 9=-312(F) 14=-112(F) 15=-112(F) 17=-112(F) 18=-112(F) 20=-112(F) 21=-112(F) 22=-50(F) 23=-50(F) 24=-50(F) 25=-50(F) 26=-50(F) 27=-50(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 2728822 Truss H2 Truss Type HIP Qty 1 Ply 1 2728822 Job Reference (optional) T25676326 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 08:59:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-InuU1c4DN843?o93yhF?ICR5ksfX_QtpAiNByjySDwU Scale = 1:50.3 1 2 3 4 5 6 7 10 9 8 11 12 3x4 ST1.5x8 STP ST1.5x8 STP 4x4 4x4 3x4 3x4 3x8 2x4 3x4 3x8 2x4 9-0-0 9-0-0 19-0-0 10-0-0 28-0-0 9-0-0 4-9-5 4-9-5 9-0-0 4-2-11 14-0-0 5-0-0 19-0-0 5-0-0 23-2-11 4-2-11 28-0-0 4-9-5 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge], [7:0-2-0,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-S 0.42 0.92 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.34 0.07 0.11 (loc) 1-10 1-10 7 8-10 l/defl >999 >968 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 133 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)1=0-8-0, 7=0-8-0 Max Horz 1=-186(LC 10) Max Uplift 1=-536(LC 12), 7=-536(LC 12) Max Grav 1=1093(LC 1), 7=1093(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1954/1332, 2-3=-1702/1148, 3-4=-1479/1095, 4-5=-1479/1095, 5-6=-1702/1148, 6-7=-1954/1332 BOT CHORD 1-10=-1092/1715, 8-10=-961/1655, 7-8=-1092/1683 WEBS 2-10=-317/350, 3-10=-265/485, 4-10=-329/235, 4-8=-329/235, 5-8=-265/485, 6-8=-318/350 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-0 to 4-7-6, Exterior(2E) 4-7-6 to 27-8-0 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=536, 7=536. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss HJ7 Truss Type Diagonal Hip Girder Qty 6 Ply 1 2728822 Job Reference (optional) T25676327 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-mzSsEy5r8RCwdxkGWOmEqPzBeG6WjtFyPM6kV9ySDwT Scale = 1:23.6 1 2 3 7 6 8 9 10 4 11 12 13 53x8 3x4 2x4 4x4 5-10-7 5-10-7 9-10-1 3-11-10 -2-7-13 2-7-13 5-10-7 5-10-7 9-10-1 3-11-10 0-4-33-9-143-5-113-9-144.24 12 Plate Offsets (X,Y)-- [2:1-0-14,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.49 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.06 -0.01 (loc) 2-7 2-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 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 4-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=263(LC 8) Max Uplift 4=-89(LC 8), 2=-475(LC 8), 5=-135(LC 8) Max Grav 4=104(LC 17), 2=771(LC 28), 5=388(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-975/196 BOT CHORD 2-7=-268/682, 6-7=-268/682 WEBS 3-7=0/274, 3-6=-779/307 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; 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) 4 except (jt=lb) 2=475, 5=135. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down and 180 lb up at 1-4-15, 239 lb down and 180 lb up at 1-4-15, 128 lb down and 56 lb up at 4-2-15, 128 lb down and 56 lb up at 4-2-15, and 158 lb down and 129 lb up at 7-0-14, and 158 lb down and 129 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15 , 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=120(F=60, B=60) 10=-43(F=-22, B=-22) 13=-36(F=-18, B=-18) October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss HJ7T Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 2728822 Job Reference (optional) T25676328 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-F90ESI6TvlKnE5JS46HTNdWM?fPNSLq6e0sI1bySDwS Scale: 1/2"=1' 1 2 3 11 4 5 10 9 8 12 13 14 6 15 16 17 7 3x4 6x8 3x4 2x4 3x4 2x4 4x4 3-9-15 3-9-15 6-8-4 2-10-5 9-10-1 3-1-13 -2-7-13 2-7-13 2-3-5 2-3-5 3-9-15 1-6-11 6-8-4 2-10-5 9-10-1 3-1-13 0-4-33-9-142-9-143-5-111-0-04.24 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-3-0,0-2-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.70 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.38 0.17 (loc) 10 10 7 l/defl >427 >297 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 4-10: 2x4 SP No.3, 4-7: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP M 31 LBR SCAB 1-4 2x4 SP M 31 one side WEDGE Left: 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 9-4-3 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-10-15, 7=Mechanical Max Horz 2=261(LC 24) Max Uplift 6=-67(LC 24), 2=-472(LC 8), 7=-164(LC 8) Max Grav 6=68(LC 17), 2=783(LC 28), 7=436(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1748/319, 3-4=-425/61, 4-5=-1110/350 BOT CHORD 2-10=-402/1488, 4-10=-185/749, 4-9=-414/1006, 8-9=-419/1022 WEBS 3-10=-1654/453, 5-9=-56/318, 5-8=-1127/462 NOTES- 1) Attached 7-2-2 scab 1 to 4, front face(s) 2x4 SP M 31 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 2-1-5 from end at joint 1, nail 1 row(s) at 4" o.c. for 4-7-5. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=472, 7=164. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down and 180 lb up at 1-4-15, 239 lb down and 180 lb up at 1-4-15, 152 lb down and 56 lb up at 4-2-15, 152 lb down and 56 lb up at 4-2-15, and 182 lb down and 129 lb up at 7-0-14, and 182 lb down and 129 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15 , 1 lb down at 4-2-15, 1 lb down at 4-2-15, and 21 lb down at 7-0-14, and 21 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss HJ7T Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 2728822 Job Reference (optional) T25676328 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:01 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-F90ESI6TvlKnE5JS46HTNdWM?fPNSLq6e0sI1bySDwS LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 2-10=-20, 4-7=-20 Concentrated Loads (lb) Vert: 12=120(F=60, B=60) 13=-15(F=-8, B=-8) 14=-89(F=-45, B=-45) 17=-3(F=-2, B=-2) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss J7 Truss Type Jack-Open Qty 51 Ply 1 2728822 Job Reference (optional) T25676329 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-jMZcfe65g3SesFueepoiwq2Wn3npBr0FtgbrZ2ySDwR Scale: 1/2"=1' 1 2 3 44x4 ST1.5x8 STP 7-0-0 7-0-0 -1-10-8 1-10-8 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,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-S 0.81 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 -0.00 0.08 (loc) 2-4 2-4 3 2-4 l/defl >888 >413 n/a >965 L/d 360 180 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=262(LC 12) Max Uplift 3=-159(LC 12), 2=-274(LC 12) Max Grav 3=206(LC 17), 2=423(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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-10-8 to 2-1-8, Exterior(2R) 2-1-8 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=159, 2=274. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss J7T Truss Type Jack-Open Qty 9 Ply 1 2728822 Job Reference (optional) T25676330 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-jMZcfe65g3SesFueepoiwq2WO3nQBr0FtgbrZ2ySDwR Scale: 1/2"=1' 1 2 3 6 4 5 4x4 ST1.5x8 STP 3x8 2-9-0 2-9-0 -1-10-8 1-10-8 2-9-0 2-9-0 7-0-0 4-3-0 0-4-33-10-32-10-33-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [3:0-4-0,0-1-1] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.40 0.11 -0.23 (loc) 6 6 5 6 l/defl >536 >197 n/a >345 L/d 360 180 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-5: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=262(LC 12) Max Uplift 4=-123(LC 12), 2=-271(LC 12), 5=-23(LC 12) Max Grav 4=164(LC 17), 2=435(LC 17), 5=141(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-10-8 to 1-11-8, Exterior(2R) 1-11-8 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=123, 2=271. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss PB1 Truss Type Piggyback Qty 1 Ply 1 2728822 Job Reference (optional) T25676331 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-BY7?t_7jRMaVUPTqBWJxS2bqyTDrwHqP5KLO6UySDwQ Scale = 1:37.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 4x4 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 3x4 21-8-10 21-8-10 21-8-10 21-8-10 0-4-31-0-91-2-30-1-100-4-30-1-101-0-96.00 12 Plate Offsets (X,Y)-- [14:0-3-0,0-3-0] 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 0.21 0.13 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 9 10 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 66 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 19-9-8. (lb) - Max Horz 2=-42(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 11, 9 except 13=-150(LC 8), 12=-186(LC 12), 14=-186(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 11, 9 except 13=293(LC 1), 12=369(LC 21), 14=369(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-12=-282/312, 4-14=-282/312 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-3-15 to 2-4-5, Exterior(2E) 2-4-5 to 21-4-12 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, 15, 11, 9 except (jt=lb) 13=150, 12=186, 14=186. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss PB2 Truss Type Piggyback Qty 1 Ply 1 2728822 Job Reference (optional) T25676332 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-b7p7V?AcjHy4LsBPtfte4gDMugFc7elrnIZ2ipySDwN Scale = 1:37.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 3x4 3x4 3x4 5x6 3x4 21-8-10 21-8-10 4-4-5 4-4-5 17-4-5 13-0-0 21-8-10 4-4-5 0-4-32-0-92-2-30-1-100-4-30-1-102-0-96.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-8], [8:0-2-0,0-2-8], [15:0-3-0,0-3-0] 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 0.17 0.12 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 72 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 19-9-8. (lb) - Max Horz 2=-83(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-111(LC 12), 14=-167(LC 8), 15=-141(LC 12), 16=-101(LC 12), 13=-142(LC 9), 12=-102(LC 12), 10=-110(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 16, 12, 10 except 14=324(LC 22), 15=311(LC 21), 13=311(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-246/275 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-3-15 to 4-4-5, Exterior(2E) 4-4-5 to 21-4-12 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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 111 lb uplift at joint 2, 167 lb uplift at joint 14, 141 lb uplift at joint 15, 101 lb uplift at joint 16, 142 lb uplift at joint 13, 102 lb uplift at joint 12 and 110 lb uplift at joint 10. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss PB3 Truss Type Piggyback Qty 1 Ply 1 2728822 Job Reference (optional) T25676333 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-3JNViLAEUb4xz0mcQMOtdumWb4bxs5y_0yJcFFySDwM Scale = 1:37.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x4 3x4 3x4 5x6 3x4 21-8-10 21-8-10 6-4-5 6-4-5 15-4-5 9-0-0 21-8-10 6-4-5 0-4-33-0-93-2-30-1-100-4-30-1-103-0-96.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-8], [8:0-2-0,0-2-8], [15:0-3-0,0-3-0] 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 0.17 0.12 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 77 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 19-9-8. (lb) - Max Horz 2=124(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 10 except 14=-173(LC 8), 15=-129(LC 9), 16=-166(LC 12), 13=-122(LC 12), 12=-166(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=332(LC 22), 15=321(LC 21), 16=309(LC 17), 13=322(LC 22), 12=306(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-254/275, 3-16=-245/284, 9-12=-242/285 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-3-15 to 4-3-15, Exterior(2E) 4-3-15 to 21-4-12 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) 2, 10 except (jt=lb) 14=173, 15=129, 16=166, 13=122, 12=166. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss PB4 Truss Type Piggyback Qty 1 Ply 1 2728822 Job Reference (optional) T25676334 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-XVxuwhBsFvDoaALo_4v695IhUUx7bY68Fc29nhySDwL Scale = 1:37.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x4 3x4 3x4 5x6 3x4 21-8-10 21-8-10 8-4-5 8-4-5 13-4-5 5-0-0 21-8-10 8-4-5 0-4-34-0-94-2-30-1-100-4-30-1-104-0-96.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-2-8], [7:0-2-0,0-2-8], [15:0-3-0,0-3-0] 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 0.16 0.12 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 19-9-8. (lb) - Max Horz 2=-165(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10 except 14=-116(LC 9), 15=-170(LC 12), 16=-179(LC 12), 13=-171(LC 12), 12=-179(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=281(LC 1), 15=345(LC 17), 16=307(LC 17), 13=338(LC 18), 12=308(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-15=-262/284, 3-16=-243/305, 8-13=-255/285, 9-12=-245/305 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-3-15 to 4-3-15, Exterior(2E) 4-3-15 to 21-4-12 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) 2, 10 except (jt=lb) 14=116, 15=170, 16=179, 13=171, 12=179. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss PB5 Truss Type Piggyback Qty 1 Ply 1 2728822 Job Reference (optional) T25676335 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-Uu2eLND6nWTVqUVB6VxaEWO04Ib23SMRiwXGraySDwJ Scale = 1:37.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 121718 3x4 3x4 3x4 5x6 3x4 21-8-10 21-8-10 10-4-5 10-4-5 11-4-5 1-0-0 21-8-10 10-4-5 0-4-35-0-95-2-30-1-100-4-30-1-105-0-96.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-2-8], [7:0-2-0,0-2-8], [15:0-3-0,0-3-0] 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 0.22 0.15 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 19-9-8. (lb) - Max Horz 2=206(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 10 except 15=-219(LC 12), 16=-167(LC 12), 13=-220(LC 12), 12=-167(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=384(LC 17), 15=458(LC 17), 16=346(LC 17), 13=459(LC 18), 12=344(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-126/254, 5-6=-113/277, 6-7=-113/277, 7-8=-123/254 WEBS 4-15=-305/355, 3-16=-232/286, 8-13=-305/356, 9-12=-231/286 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-3-15 to 4-3-15, Exterior(2E) 4-3-15 to 21-4-12 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 10 except (jt=lb) 15=219, 16=167, 13=220, 12=167. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss PB6 Truss Type Piggyback Qty 6 Ply 1 2728822 Job Reference (optional) T25676336 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-y4c0YjDkYqbMRe4NfCSpnkwA?hxIovJaxaHpO0ySDwI Scale = 1:37.0 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 4x4 3x4 5x6 3x4 21-8-10 21-8-10 10-10-5 10-10-5 21-8-10 10-10-5 0-4-35-3-95-5-30-1-100-4-30-1-106.00 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-0] 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 0.27 0.15 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: 83 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 19-9-8. (lb) - Max Horz 2=-216(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 13=-231(LC 12), 14=-163(LC 12), 11=-232(LC 12), 10=-163(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=385(LC 17), 13=468(LC 17), 14=343(LC 17), 11=469(LC 18), 10=341(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-121/294, 5-6=-114/295 WEBS 4-13=-315/418, 3-14=-229/398, 6-11=-316/419, 7-10=-228/398 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-3-15 to 4-3-15, Exterior(2N) 4-3-15 to 10-10-5, Corner(3R) 10-10-5 to 14-10-5, Exterior(2N) 14-10-5 to 21-4-12 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb) 13=231, 14=163, 11=232, 10=163. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss PB7 Truss Type Piggyback Qty 1 Ply 1 2728822 Job Reference (optional) T25676337 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-QHAOl3EMJ7jD3nfZDvz2KxTN05HTXM?jAE0NwSySDwH Scale = 1:37.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 121718 3x4 3x4 3x4 5x6 3x4 21-8-10 21-8-10 9-6-13 9-6-13 12-1-13 2-7-0 21-8-10 9-6-13 0-4-34-7-134-9-70-1-100-4-30-1-104-7-136.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-2-8], [7:0-2-0,0-2-8], [15:0-3-0,0-3-0] 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 0.19 0.16 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 19-9-8. (lb) - Max Horz 2=-190(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 10 except 15=-197(LC 12), 16=-174(LC 12), 13=-198(LC 12), 12=-174(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=354(LC 17), 15=442(LC 17), 16=349(LC 17), 13=440(LC 18), 12=349(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-121/250, 6-7=-121/250 WEBS 4-15=-289/323, 3-16=-236/296, 8-13=-287/324, 9-12=-236/296 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-3-15 to 4-3-15, Exterior(2E) 4-3-15 to 21-4-12 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 10 except (jt=lb) 15=197, 16=174, 13=198, 12=174. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss PB8 Truss Type Piggyback Qty 1 Ply 1 2728822 Job Reference (optional) T25676338 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-uTknzPF?4Rr4hxElndVHs90YJVeLGpKtOumwSvySDwG Scale = 1:37.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x4 3x4 3x4 5x6 3x4 21-8-10 21-8-10 7-6-13 7-6-13 14-1-13 6-7-0 21-8-10 7-6-13 0-4-33-7-133-9-70-1-100-4-30-1-103-7-136.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-2-8], [7:0-2-0,0-2-8], [15:0-3-0,0-3-0] 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 0.15 0.12 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 19-9-8. (lb) - Max Horz 2=-149(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10 except 14=-151(LC 9), 15=-156(LC 12), 16=-181(LC 12), 13=-157(LC 12), 12=-181(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=318(LC 21), 15=341(LC 17), 16=311(LC 17), 13=327(LC 18), 12=312(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-15=-258/267, 3-16=-247/307, 8-13=-244/267, 9-12=-249/307 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-3-15 to 4-3-15, Exterior(2E) 4-3-15 to 21-4-12 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) 2, 10 except (jt=lb) 14=151, 15=156, 16=181, 13=157, 12=181. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss PB9 Truss Type Piggyback Qty 1 Ply 1 2728822 Job Reference (optional) T25676339 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-MfI9AkGdrlzxI5pyLK0WPMYjnv_W?Gj0dYVU_LySDwF Scale = 1:37.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 3x4 3x4 3x4 5x6 3x4 21-8-10 21-8-10 5-6-13 5-6-13 16-1-13 10-7-0 21-8-10 5-6-13 0-4-32-7-132-9-70-1-100-4-30-1-102-7-136.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-8], [8:0-2-0,0-2-8], [15:0-3-0,0-3-0] 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 0.17 0.12 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 75 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 19-9-8. (lb) - Max Horz 2=-108(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10 except 14=-170(LC 8), 15=-124(LC 12), 16=-138(LC 12), 13=-124(LC 12), 12=-138(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=328(LC 22), 15=308(LC 21), 16=285(LC 17), 13=309(LC 22), 12=281(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-250/278 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-3-15 to 4-3-15, Exterior(2E) 4-3-15 to 21-4-12 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) 2, 10 except (jt=lb) 14=170, 15=124, 16=138, 13=124, 12=138. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss PB10 Truss Type Piggyback Qty 1 Ply 1 2728822 Job Reference (optional) T25676340 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-7xFlHf9zy_qDjjdDJxLPXTgBIHvQOBXhZeqVAMySDwO Scale = 1:37.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 3x4 3x4 3x4 5x6 3x4 21-8-10 21-8-10 3-6-13 3-6-13 18-1-13 14-7-0 21-8-10 3-6-13 0-4-31-7-131-9-70-1-100-4-30-1-101-7-136.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-8], [8:0-2-0,0-2-8], [15:0-3-0,0-3-0] 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 0.16 0.12 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 70 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 19-9-8. (lb) - Max Horz 2=-67(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 12 except 2=-107(LC 12), 14=-162(LC 8), 15=-157(LC 8), 13=-158(LC 9), 10=-105(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 16, 12, 10 except 14=316(LC 1), 15=327(LC 21), 13=327(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-238/266, 5-15=-244/268, 7-13=-244/268 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-3-15 to 3-6-13, Exterior(2E) 3-6-13 to 21-4-12 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) 16, 12 except (jt=lb) 2=107, 14=162, 15=157, 13=158, 10=105. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss V5 Truss Type Valley Qty 1 Ply 1 2728822 Job Reference (optional) T25676341 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-nEzHpmIV8gLW9ZXX0TZD0?AD760HCcNTJVk8bgySDwC Scale = 1:11.7 1 2 3 4 2x4 4x4 2x4 2x4 0-0-8 0-0-8 5-9-0 5-8-8 2-10-8 2-10-8 5-9-0 2-10-8 0-0-41-5-40-0-46.00 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 0.23 0.05 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 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 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-8-0, 3=5-8-0, 4=5-8-0 Max Horz 1=-46(LC 10) Max Uplift 1=-57(LC 12), 3=-57(LC 12), 4=-63(LC 12) Max Grav 1=91(LC 1), 3=97(LC 18), 4=177(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-128/294 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; 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) 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) 1, 3, 4. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss V9 Truss Type Valley Qty 1 Ply 1 2728822 Job Reference (optional) T25676342 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-FRXf06J7uzTNni6jaA4SZCjLjWKWx2vcY9Th76ySDwB Scale = 1:17.7 1 2 3 4 3x4 4x6 3x4 2x4 0-0-8 0-0-8 9-9-0 9-8-8 4-10-8 4-10-8 9-9-0 4-10-8 0-0-42-5-40-0-46.00 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-S 0.43 0.18 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 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)1=9-8-0, 3=9-8-0, 4=9-8-0 Max Horz 1=87(LC 11) Max Uplift 1=-89(LC 12), 3=-89(LC 12), 4=-155(LC 12) Max Grav 1=157(LC 21), 3=168(LC 18), 4=370(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-245/450 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; 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) 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) 1, 3 except (jt=lb) 4=155. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss V13 Truss Type Valley Qty 1 Ply 1 2728822 Job Reference (optional) T25676343 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-qssXO4HFc25owFO8u2Xlxa5s4JJkkizAsCF1XnySDwE Scale = 1:23.2 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-8 0-0-8 13-9-0 13-8-8 6-10-8 6-10-8 13-9-0 6-10-8 0-0-43-5-40-0-46.00 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-S 0.27 0.12 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 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 13-8-0. (lb) - Max Horz 1=-128(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-202(LC 12), 6=-202(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=286(LC 1), 8=346(LC 17), 6=346(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-277/490, 4-6=-277/490 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-7-9 to 4-7-9, Exterior(2N) 4-7-9 to 6-10-8, Corner(3R) 6-10-8 to 10-10-8, Exterior(2N) 10-10-8 to 13-1-7 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) 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) 1, 5, 7 except (jt=lb) 8=202, 6=202. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss V17 Truss Type GABLE Qty 1 Ply 1 2728822 Job Reference (optional) T25676344 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-I2QvbQHtNMDfYPyKSl2_Une22ieWT9dJ5s_a3EySDwD Scale = 1:29.2 1 2 3 4 5 6 7 11 10 9 83x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-9-0 17-9-0 7-10-8 7-10-8 9-10-8 2-0-0 17-9-0 7-10-8 0-0-43-11-40-0-43-11-46.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-8], [5:0-2-0,0-2-8] 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-S 0.25 0.15 0.12 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: 64 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 17-9-0. (lb) - Max Horz 1=149(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9 except 11=-241(LC 12), 8=-241(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 11=434(LC 17), 8=432(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-11=-329/400, 6-8=-328/400 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-7-9 to 4-10-8, Exterior(2E) 4-10-8 to 17-1-7 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) 1, 7, 9 except (jt=lb) 11=241, 8=241. October 18,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2728822 Truss V21 Truss Type Valley Qty 1 Ply 1 2728822 Job Reference (optional) T25676345 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 09:00:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Bq1hZZnjZ?Pru5D3BK8CzGzRBTg-I2QvbQHtNMDfYPyKSl2_Une0xidST9fJ5s_a3EySDwD Scale = 1:35.3 1 2 3 4 5 6 7 11 10 9 83x4 3x4 3x4 2x4 4x6 2x4 2x4 5x6 2x4 2x4 2x4 0-0-8 0-0-8 21-9-0 21-8-8 7-10-8 7-10-8 13-10-8 6-0-0 21-9-0 7-10-8 0-0-43-11-40-0-43-11-46.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-8], [11:0-3-0,0-3-0] 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 0.32 0.22 0.12 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: 81 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 21-8-0. (lb) - Max Horz 1=-149(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-141(LC 12), 10=-143(LC 9), 11=-268(LC 12), 8=-227(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=305(LC 1), 10=302(LC 21), 11=498(LC 17), 8=385(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-11=-375/396, 6-8=-301/340 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=3.0psf; h=15ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-7-9 to 4-7-9, Exterior(2E) 4-7-9 to 21-1-7 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) 1 except (jt=lb) 9=141, 10=143, 11=268, 8=227. October 18,2021 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