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HomeMy WebLinkAboutAPPROVED, truss report6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2810531 - 2810531 Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 105 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: 55.0 psf Site Information: Lot/Block: - Customer Info: JWN CONSTRUCTION Project Name: - Model: WEIRSEMA RESIDENCE Subdivision: - Address: 160 NETTLES ISLAND, - State: FLCity: JENSEN BEACH Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: December 30,2021 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-Jacksonville. 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 T26382712 A1G Date 12/30/212T26382713A212/30/213T26382714A312/30/214T26382715A412/30/215T26382716A512/30/216T26382717A612/30/217T26382718A712/30/218T26382719A812/30/219T26382720A912/30/2110T26382721A1012/30/2111T26382722B1G12/30/2112T26382723B212/30/2113T26382724B312/30/2114T26382725B412/30/2115T26382726B512/30/2116T26382727B612/30/2117T26382728B712/30/2118T26382729B812/30/2119T26382730B912/30/2120T26382731B10G12/30/2121T26382732C1G12/30/2122T26382733C212/30/21 No.Seal#Truss Name 23 T26382734 C3 Date 12/30/2124T26382735C412/30/2125T26382736C512/30/2126T26382737C612/30/2127T26382738C712/30/2128T26382739C812/30/2129T26382740C912/30/2130T26382741C1012/30/2131T26382742CJ1112/30/2132T26382743CJ11A12/30/2133T26382744CJ1212/30/2134T26382745CJ12B12/30/2135T26382746CJ2112/30/2136T26382747CJ2212/30/2137T26382748CJ22A12/30/2138T26382749CJ3112/30/2139T26382750CJ31A12/30/2140T26382751CJ3212/30/2141T26382752CJ32B12/30/2142T26382753CJ4112/30/2143T26382754CJ4212/30/2144T26382755CJ42A12/30/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2810531 - 2810531 2 of 2 Site Information: Lot/Block: - Customer Info: JWN CONSTRUCTION Project Name: - Model: WEIRSEMA RESIDENCE Subdivision: - Address: 160 NETTLES ISLAND, - State: FLCity: JENSEN BEACH No.Seal#Truss Name 45 T26382756 CJ51 Date 12/30/2146T26382757CJ6112/30/2147T26382758CJ6212/30/2148T26382759CJ7212/30/2149T26382760CJ8212/30/2150T26382761CJ9212/30/2151T26382762CJ10212/30/2152T26382763CJ11212/30/2153T26382764CJ12212/30/2154T26382765CJ13212/30/2155T26382766CJ14212/30/2156T26382767FG1412/30/2157T26382768FG1512/30/2158T26382769FG1612/30/2159T26382770FG1812/30/2160T26382771FL112/30/2161T26382772FL212/30/2162T26382773FL312/30/2163T26382774FL412/30/2164T26382775FL512/30/2165T26382776FL612/30/2166T26382777FL712/30/2167T26382778FL8G12/30/2168T26382779FL9G12/30/2169T26382780FL10G12/30/2170T26382781FL1112/30/2171T26382782FL1212/30/2172T26382783FL1312/30/2173T26382784FL1712/30/2174T26382785FL1912/30/2175T26382786FL2012/30/2176T26382787FL2112/30/2177T26382788FL2212/30/2178T26382789FL2312/30/2179T26382790FL2412/30/2180T26382791FL2512/30/2181T26382792FL2612/30/2182T26382793FL2712/30/2183T26382794FL2812/30/2184T26382795FL2912/30/2185T26382796FL3012/30/2186T26382797FL3112/30/2187T26382798FL3212/30/2188T26382799FL3312/30/2189T26382800FL3412/30/2190T26382801FL3512/30/2191T26382802FL3612/30/2192T26382803FL3712/30/2193T26382804FL3812/30/2194T26382805HJ5212/30/2195T26382806HJ52A12/30/2196T26382807HJ6112/30/2197T26382808HJ6212/30/2198T26382809HJ7112/30/2199T26382810HJ16212/30/21100T26382811J4212/30/21101T26382812J5212/30/21 No.Seal#Truss Name 102 T26382813 J62 Date 12/30/21103T26382814J7112/30/21104T26382815J7212/30/21105T26382816J9212/30/21 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 2810531 Truss A1G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 2810531 Job Reference (optional) T26382712 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:25 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-qkDzsbP5dG2?4F0aEte0tuO4ILbgFJQzBtbMv6y4l_a Scale = 1:21.3 1 2 3 4 5 6 9 8 7 10 11 12 3x4 3x4 4x4 5x6 3x4 3x4 2x4 4x8 3x4 2x4 3-8-12 3-8-12 6-3-8 2-6-12 9-5-15 3-2-7 12-11-14 3-5-15 3-8-12 3-8-12 6-3-8 2-6-12 9-5-15 3-2-7 12-11-14 3-5-15 0-3-141-9-40-11-62.77 12 1.47 12 Plate Offsets (X,Y)-- [1:0-6-2,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.54 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.15 0.02 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-8-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. REACTIONS. (size)1=0-8-8, 6=Mechanical Max Horz 1=-41(LC 5) Max Uplift 1=-835(LC 8), 6=-885(LC 8) Max Grav 1=1212(LC 1), 6=1288(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3998/2763, 2-3=-4143/2910, 3-4=-4173/2934, 4-6=-3321/2295 BOT CHORD 1-9=-2653/3858, 8-9=-2653/3858, 7-8=-2175/3182, 6-7=-2175/3182 WEBS 2-8=-547/533, 3-8=-646/1003, 4-8=-686/1040, 4-7=-218/262 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=835, 6=885. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 lb down and 219 lb up at 7-3-10, and 127 lb down and 173 lb up at 9-3-10, and 85 lb down and 125 lb up at 11-3-10 on top chord, and 1019 lb down and 756 lb up at 6-2-13, 77 lb down at 7-3-10, and 53 lb down at 9-3-10, and 30 lb down at 11-3-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss A1G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 2810531 Job Reference (optional) T26382712 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:25 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-qkDzsbP5dG2?4F0aEte0tuO4ILbgFJQzBtbMv6y4l_a LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 1-6=-20 Concentrated Loads (lb) Vert: 8=-1019(F) 4=-87(F) 7=-27(F) 5=-45(F) 10=-129(F) 11=-38(F) 12=-15(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 2810531 Truss A2 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382713 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:27 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-m7LkHHRL9tIiJZAzMHhUyJUQl8G5j7IGeB4T__y4l_Y Scale = 1:20.2 1 2 3 4 6 5 7 8 9 6x8 3x4 3x4 3x4 5x6 3x6 4x4 5x6 0-0-2 0-0-2 7-3-13 7-3-11 12-3-6 4-11-9 7-3-13 7-3-13 12-3-6 4-11-9 0-3-142-0-11-4-122.77 12 1.47 12 Plate Offsets (X,Y)-- [1:0-3-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.55 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 -0.01 0.08 (loc) 1-6 1-6 5 1-6 l/defl >999 >831 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-1-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-12 oc bracing. REACTIONS. (size)1=0-8-4, 5=Mechanical Max Horz 1=83(LC 12) Max Uplift 1=-345(LC 12), 5=-352(LC 12) Max Grav 1=531(LC 1), 5=531(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1104/1375, 3-4=-1088/1407, 4-5=-538/743 BOT CHORD 1-6=-1389/1067 WEBS 3-6=-91/333, 4-6=-1282/995 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 4-4-0, Interior(1) 4-4-0 to 7-3-13, Exterior(2R) 7-3-13 to 11-3-13, Interior(1) 11-3-13 to 12-1-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=345, 5=352. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss A3 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382714 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:28 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-EJv6VdSzwBQZxjl9v?CjVW0YfYWBSdxQtrq0WRy4l_X Scale = 1:19.0 1 2 3 4 6 5 4x4 4x6 3x6 2x4 3x8 3x4 0-0-2 0-0-2 8-3-3 8-3-1 11-6-13 3-3-10 4-9-14 4-9-14 8-3-3 3-5-5 11-6-13 3-3-10 0-3-142-2-121-9-142.77 12 1.47 12 Plate Offsets (X,Y)-- [1:0-6-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.94 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.26 -0.02 0.07 (loc) 1-6 1-6 5 1-6 l/defl >999 >503 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 49 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 4-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-5 oc bracing. REACTIONS. (size)1=0-8-4, 5=Mechanical Max Horz 1=114(LC 12) Max Uplift 1=-320(LC 12), 5=-335(LC 12) Max Grav 1=499(LC 1), 5=499(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1355/1901, 2-3=-728/901, 3-4=-715/914, 4-5=-552/713 BOT CHORD 1-6=-2006/1356 WEBS 2-6=-684/1149, 4-6=-946/758 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 4-6-1, Interior(1) 4-6-1 to 8-3-3, Exterior(2E) 8-3-3 to 11-5-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=320, 5=335. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss A4 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382715 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:29 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-iVTUizSbhUYQZtKLTijy1kZnDyvAB3TZ6VZZ2ty4l_W Scale = 1:17.6 1 2 3 4 5 7 6 8 9 6x8 3x4 3x4 4x4 3x6 2x4 3x8 3x4 0-0-2 0-0-2 9-2-10 9-2-8 10-10-5 1-7-11 5-9-9 5-9-9 9-2-10 3-5-1 10-10-5 1-7-11 0-3-142-5-62-2-152.77 12 1.47 12 Plate Offsets (X,Y)-- [1:0-3-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.76 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.32 -0.02 0.05 (loc) 1-7 1-7 6 1-7 l/defl >814 >389 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 50 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-2-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing. REACTIONS. (size)1=0-8-4, 6=Mechanical Max Horz 1=145(LC 12) Max Uplift 1=-293(LC 12), 6=-320(LC 12) Max Grav 1=467(LC 1), 6=467(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1067/1520, 3-4=-388/420, 4-5=-375/442, 5-6=-623/702 BOT CHORD 1-7=-1685/1093 WEBS 3-7=-760/1301, 4-7=-69/285, 5-7=-743/649 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 4-4-0, Interior(1) 4-4-0 to 9-2-10, Exterior(2E) 9-2-10 to 10-8-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=293, 6=320. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss A5 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382716 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:30 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-Ai1svITERogHA0vY1QEBax6uIMLLwVUjK9J7aJy4l_V Scale = 1:16.6 1 2 3 4 6 56x8 3x4 3x4 2x4 6x8 5x6 2x4 0-0-2 0-0-2 6-0-10 6-0-8 10-1-12 4-1-2 6-0-10 6-0-10 10-1-12 4-1-2 0-3-142-7-152.77 12 Plate Offsets (X,Y)-- [1:0-3-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.38 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.08 -0.02 0.06 (loc) 1-6 1-6 5 1-6 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-5-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-8 oc bracing. REACTIONS. (size)1=0-8-4, 5=Mechanical Max Horz 1=171(LC 12) Max Uplift 1=-265(LC 12), 5=-306(LC 12) Max Grav 1=435(LC 1), 5=435(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-939/1278, 4-5=-126/259 BOT CHORD 1-6=-1506/984, 5-6=-1506/984 WEBS 3-5=-1024/1567 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-0 to 6-0-10, Exterior(2R) 6-0-10 to 10-0-0 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) 1=265, 5=306. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss A6 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382717 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:30 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-Ai1svITERogHA0vY1QEBax6x3MEJwVUjK9J7aJy4l_V Scale = 1:17.3 1 2 3 4 5 6 6x8 3x4 3x4 2x4 6x8 2x4 9-5-4 9-5-2 5-8-10 5-8-10 9-5-4 3-8-10 0-3-142-5-152.77 12 Plate Offsets (X,Y)-- [1:0-3-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.77 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.42 -0.02 0.04 (loc) 1-5 1-5 5 1-5 l/defl >518 >254 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-2-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing. REACTIONS. (size)1=0-8-4, 5=Mechanical Max Horz 1=159(LC 12) Max Uplift 1=-245(LC 12), 5=-284(LC 12) Max Grav 1=403(LC 1), 5=403(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-792/1296, 4-5=-124/275 BOT CHORD 1-5=-1512/844 WEBS 3-5=-833/1569 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-0 to 5-11-14, Exterior(2R) 5-11-14 to 9-3-8 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) 1=245, 5=284. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss A7 Truss Type JACK-PARTIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382718 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:31 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-eubE7eUsC6o8oAUkb7lQ79e3yla1fznsZp2g7my4l_U Scale = 1:16.6 1 2 3 5 4 6x8 3x4 3x4 6x8 4x4 8-8-11 8-8-11 6-2-4 6-2-4 8-8-11 2-6-7 0-3-142-4-02-0-12-4-02.77 12 Plate Offsets (X,Y)-- [1:0-3-13,0-3-0], [5:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.80 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.43 -0.01 0.05 (loc) 1-5 1-5 5 1-5 l/defl >480 >234 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-5-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-5 oc bracing. REACTIONS. (size)1=0-8-4, 4=Mechanical, 5=Mechanical Max Horz 1=149(LC 12) Max Uplift 1=-230(LC 12), 4=-44(LC 12), 5=-218(LC 12) Max Grav 1=377(LC 1), 4=38(LC 1), 5=336(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-594/999 BOT CHORD 1-5=-1196/642 WEBS 3-5=-720/1342 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-0 to 5-11-10, Exterior(2R) 5-11-10 to 8-7-15 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) 4 except (jt=lb) 1=230, 5=218. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss A8 Truss Type JACK-PARTIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382719 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:32 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-748dK_VUzPw?QK3w8rGffMBH29yLOQB?oToEfCy4l_T Scale = 1:15.3 1 2 3 5 6 4 6x8 3x4 3x4 6x8 2x4 8-0-3 8-0-3 5-5-4 5-5-4 8-0-3 2-6-15 0-3-142-2-00-3-151-10-12-2-02.77 12 Plate Offsets (X,Y)-- [1:0-3-13,0-3-0], [5:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.67 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.30 -0.01 0.03 (loc) 1-5 1-5 5 1-5 l/defl >627 >307 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-15 oc bracing. REACTIONS. (size)1=0-8-4, 4=Mechanical, 5=Mechanical Max Horz 1=137(LC 12) Max Uplift 1=-210(LC 12), 4=-61(LC 12), 5=-179(LC 12) Max Grav 1=345(LC 1), 4=57(LC 1), 5=284(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-594/1010 BOT CHORD 1-5=-1198/642 WEBS 3-5=-699/1306 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-0 to 5-11-14, Exterior(2R) 5-11-14 to 7-11-7 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) 4 except (jt=lb) 1=210, 5=179. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss A9 Truss Type JACK-PARTIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382720 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:32 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-748dK_VUzPw?QK3w8rGffMBK?9_EORK?oToEfCy4l_T Scale = 1:14.0 1 2 3 5 6 4 6x8 3x4 3x4 3x4 2x4 7-3-10 7-3-10 4-8-6 4-8-6 7-3-10 2-7-4 0-3-142-0-11-8-22-0-12.77 12 Plate Offsets (X,Y)-- [1:0-3-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.55 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 -0.01 0.02 (loc) 1-5 1-5 5 1-5 l/defl >843 >414 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-8-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. REACTIONS. (size)1=0-8-4, 4=Mechanical, 5=Mechanical Max Horz 1=124(LC 12) Max Uplift 1=-190(LC 12), 4=-74(LC 12), 5=-143(LC 12) Max Grav 1=313(LC 1), 4=72(LC 1), 5=237(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-593/1020 BOT CHORD 1-5=-1198/640 WEBS 3-5=-681/1274 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-0 to 5-11-14, Exterior(2R) 5-11-14 to 7-2-14 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) 4 except (jt=lb) 1=190, 5=143. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss A10 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382721 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:23 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-tL6DRvOr5eoHrxtC7ScYoTJlEXvLnO9hjZ6FqDy4l_c Scale = 1:12.7 1 2 3 5 6 4 6x8 3x4 3x4 6x8 2x4 6-7-2 6-7-2 5-0-1 5-0-1 6-7-2 1-7-1 0-3-141-10-10-3-151-6-21-10-12.77 12 Plate Offsets (X,Y)-- [1:0-3-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.68 0.53 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 -0.01 0.00 (loc) 1-5 1-5 5 1 l/defl >815 >408 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-10-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-11 oc bracing. REACTIONS. (size)1=0-8-4, 4=Mechanical, 5=Mechanical Max Horz 1=112(LC 12) Max Uplift 1=-171(LC 12), 4=-10(LC 12), 5=-185(LC 12) Max Grav 1=282(LC 1), 4=12(LC 1), 5=266(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-406/727 BOT CHORD 1-5=-886/445 WEBS 3-5=-528/1051 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-0 to 5-11-14, Exterior(2R) 5-11-14 to 6-6-6 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) 4 except (jt=lb) 1=171, 5=185. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss B1G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 2810531 Job Reference (optional) T26382722 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:35 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-Xfqlz0XMGKJaHonVqzqMH?pojNwubqsSUQ0uGXy4l_Q Scale = 1:27.3 1 2 3 4 5 6 7 10 9 8 11 12 4x8 4x4 5x6 4x12 2x4 4x8 3x4 2x4 5-0-0 5-0-0 7-6-7 2-6-7 10-11-12 3-5-5 15-8-1 4-8-5 15-8-5 0-0-4 -0-6-0 0-6-0 5-0-0 5-0-0 7-6-7 2-6-7 10-11-12 3-5-5 15-8-5 4-8-9 16-3-4 0-6-15 0-4-92-0-90-3-142-0-94.00 12 2.54 12 Plate Offsets (X,Y)-- [2:0-6-7,0-0-0], [3:0-5-4,0-2-0], [6:1-8-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.87 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.26 0.05 (loc) 8-9 8-9 6 l/defl >798 >685 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-13 Max Horz 2=-59(LC 6) Max Uplift 2=-877(LC 8), 6=-770(LC 8) Max Grav 2=1175(LC 1), 6=1034(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2708/1906, 3-4=-2895/2116, 4-5=-2954/2129, 5-6=-3367/2333 BOT CHORD 2-10=-1702/2494, 9-10=-1698/2505, 8-9=-2220/3258, 6-8=-2220/3258 WEBS 3-10=0/272, 3-9=-335/530, 4-9=-110/322, 5-9=-702/628 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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=877, 6=770. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 324 lb down and 439 lb up at 5-0-0, and 175 lb down and 186 lb up at 6-3-3, and 244 lb down and 293 lb up at 7-6-7 on top chord, and 124 lb down and 25 lb up at 5-0-0, and 52 lb down at 6-3-3, and 257 lb down and 193 lb up at 7-5-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-7=-70, 2-6=-20 Concentrated Loads (lb) Vert: 3=-200(B) 4=-86(B) 10=-79(B) 9=-257(B) 11=-86(B) 12=-26(B) December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss B2 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382723 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:36 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-?sO7AMY_1eRRuxMhNgLbqCMyDmKlKGfbj4mRozy4l_P Scale = 1:29.2 1 2 3 4 5 6 7 10 9 8 11 12 5x6 4x6 3x4 3x4 3x4 2x4 6x8 3x6 3x4 6-5-4 6-5-4 10-6-9 4-1-5 16-10-0 6-3-7 16-10-4 0-0-4 -0-6-0 0-6-0 6-5-4 6-5-4 10-6-9 4-1-5 16-10-4 6-3-11 17-5-3 0-6-15 0-4-92-6-50-3-144.00 12 2.54 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-3], [6:0-4-7,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.64 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.19 0.05 0.15 (loc) 8 6-8 6 8 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 67 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-7 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-13 Max Horz 2=-74(LC 10) Max Uplift 2=-564(LC 12), 6=-573(LC 12) Max Grav 2=786(LC 1), 6=793(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1465/1541, 3-4=-1393/1543, 4-6=-2153/2286 BOT CHORD 2-10=-1294/1309, 8-10=-2153/2064, 6-8=-2153/2064 WEBS 3-10=-304/429, 4-10=-826/887 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 6-5-4, Exterior(2R) 6-5-4 to 10-6-9, Interior(1) 10-6-9 to 17-5-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=564, 6=573. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss B3 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382724 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:37 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-T2yWNiZdoyZIW5xuxOsqMQu4zAeR3jfkxkV_KPy4l_O Scale = 1:30.6 1 2 3 4 5 6 7 10 9 8 11 12 13 4x6 4x6 3x4 3x4 3x4 2x4 6x8 3x6 3x4 6-10-10 6-10-10 10-11-5 4-0-11 17-11-15 7-0-10 18-0-3 0-0-4 -0-6-0 0-6-0 6-10-10 6-10-10 10-11-5 4-0-11 18-0-3 7-0-14 18-7-2 0-6-15 0-4-92-8-20-3-144.00 12 2.54 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-4], [6:0-4-7,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.74 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.23 0.05 0.17 (loc) 8 6-8 6 8 l/defl >999 >899 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 71 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-10-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-3 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-13 Max Horz 2=-78(LC 10) Max Uplift 2=-599(LC 12), 6=-608(LC 12) Max Grav 2=839(LC 1), 6=845(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1576/1585, 3-4=-1497/1597, 4-6=-2289/2320 BOT CHORD 2-10=-1333/1409, 8-10=-2179/2194, 6-8=-2179/2194 WEBS 3-10=-337/468, 4-10=-871/886 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 6-10-10, Exterior(2R) 6-10-10 to 10-11-5, Interior(1) 10-11-5 to 18-7-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=599, 6=608. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss B4 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382725 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:38 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-xEWub1ZFZFh98FW4V5N3vdRFua_Ro6OuAOFYssy4l_N Scale = 1:32.5 1 2 3 4 5 6 7 10 9 8 11 12 13 4x8 4x6 3x4 3x4 3x4 2x4 6x8 3x6 3x4 7-4-1 7-4-1 12-5-8 5-1-7 19-1-14 6-8-6 19-2-2 0-0-4 -0-6-0 0-6-0 7-4-1 7-4-1 12-5-8 5-1-7 19-2-2 6-8-10 19-9-1 0-6-15 0-4-92-9-150-3-144.00 12 2.54 12 Plate Offsets (X,Y)-- [3:0-4-12,0-2-0], [6:0-4-7,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.75 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.26 0.06 0.20 (loc) 8 6-8 6 8 l/defl >999 >869 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-8-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-11 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-13 Max Horz 2=-83(LC 10) Max Uplift 2=-633(LC 12), 6=-642(LC 12) Max Grav 2=891(LC 1), 6=897(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1699/1662, 3-4=-1617/1662, 4-6=-2572/2531 BOT CHORD 2-10=-1403/1521, 8-10=-2390/2472, 6-8=-2390/2472 WEBS 3-10=-294/489, 4-10=-1027/1011 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 7-4-1, Exterior(2R) 7-4-1 to 11-4-1, Interior(1) 11-4-1 to 19-9-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=633, 6=642. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss B5 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382726 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:38 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-xEWub1ZFZFh98FW4V5N3vdRInayyo63uAOFYssy4l_N Scale = 1:34.3 1 2 3 4 5 6 7 10 9 8 11 12 13 4x8 4x6 3x4 3x4 3x4 2x4 6x8 3x4 3x4 3x4 7-9-7 7-9-7 12-10-7 5-0-15 20-3-13 7-5-7 20-4-1 0-0-4 -0-6-0 0-6-0 7-9-7 7-9-7 12-10-7 5-0-15 20-4-1 7-5-10 20-11-0 0-6-15 0-4-92-11-110-3-144.00 12 2.54 12 Plate Offsets (X,Y)-- [3:0-4-12,0-2-0], [6:0-4-7,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.85 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.31 0.07 0.21 (loc) 2-10 2-10 6 8 l/defl >999 >770 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 3-1-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-2 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-13 Max Horz 2=-88(LC 10) Max Uplift 2=-667(LC 12), 6=-676(LC 12) Max Grav 2=943(LC 1), 6=949(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1807/1728, 3-4=-1719/1752, 4-6=-2704/2604 BOT CHORD 2-10=-1473/1620, 8-10=-2454/2597, 6-8=-2454/2597 WEBS 3-10=-326/525, 4-10=-1066/1026 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 7-9-7, Exterior(2R) 7-9-7 to 11-9-7, Interior(1) 11-9-7 to 20-11-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=667, 6=676. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss B6 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382727 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:40 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-udde0jbV5txsNZgTcWQX_2WdHOezG?JBdikfxky4l_L Scale = 1:36.2 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 4x6 4x6 4x4 3x8 2x4 3x4 2x4 6x8 3x4 3x4 3x4 8-2-14 8-2-14 13-5-3 5-2-5 21-5-12 8-0-9 21-6-0 0-0-4 -0-6-0 0-6-0 4-10-3 4-10-3 8-2-14 3-4-10 13-5-3 5-2-5 21-6-0 8-0-13 22-0-15 0-6-15 0-4-93-1-80-3-144.00 12 2.54 12 Plate Offsets (X,Y)-- [7:0-4-7,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.81 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.35 0.08 0.23 (loc) 2-11 2-11 7 9 l/defl >999 >720 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 7-10: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 3-4-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-2 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-13 Max Horz 2=-93(LC 10) Max Uplift 2=-702(LC 12), 7=-710(LC 12) Max Grav 2=996(LC 1), 7=1002(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2110/2123, 3-4=-1790/1773, 4-5=-1773/1743, 5-7=-2878/2728 BOT CHORD 2-11=-1926/1940, 9-11=-2571/2766, 7-9=-2571/2766 WEBS 3-11=-357/549, 4-11=-538/653, 5-11=-1157/1169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 8-2-14, Exterior(2R) 8-2-14 to 12-2-14, Interior(1) 12-2-14 to 22-0-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=702, 7=710. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss B7 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382728 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:41 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-MpB0D3c7sA3j?jFfAExmXG3oEnyE?VOKsMTCTAy4l_K Scale = 1:38.7 1 2 3 4 5 6 7 8 11 10 9 12 13 14 4x6 4x6 4x4 3x8 2x4 3x4 2x4 6x8 3x4 3x4 3x4 8-8-4 8-8-4 14-11-5 6-3-1 22-7-11 7-8-6 22-7-15 0-0-4 -0-6-0 0-6-0 5-2-4 5-2-4 8-8-4 3-6-0 14-11-5 6-3-1 22-7-15 7-8-10 23-2-14 0-6-15 0-4-93-3-50-3-144.00 12 2.54 12 Plate Offsets (X,Y)-- [7:0-4-7,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.94 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.41 0.09 0.29 (loc) 2-11 2-11 7 9-11 l/defl >999 >647 n/a >926 L/d 360 180 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 7-10: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 3-2-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size)2=0-8-0, 7=0-8-13 Max Horz 2=-97(LC 10) Max Uplift 2=-736(LC 12), 7=-745(LC 12) Max Grav 2=1048(LC 1), 7=1054(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2239/2191, 3-4=-1909/1859, 4-5=-1893/1816, 5-7=-3175/2964 BOT CHORD 2-11=-1980/2060, 9-11=-2805/3059, 7-9=-2805/3059 WEBS 3-11=-373/537, 4-11=-512/656, 5-11=-1323/1314, 5-9=0/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 8-8-4, Exterior(2R) 8-8-4 to 12-8-4, Interior(1) 12-8-4 to 23-2-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=736, 7=745. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss B8 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382729 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:41 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-MpB0D3c7sA3j?jFfAExmXG3pQn_w?MpKsMTCTAy4l_K Scale = 1:40.0 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 4x12 4x6 4x6 2x4 5x8 3x4 2x4 6x8 3x4 3x4 3x4 7-11-9 7-11-9 9-10-12 1-11-3 15-10-5 5-11-9 23-5-6 7-7-2 23-5-10 0-0-4 -0-6-0 0-6-0 7-11-9 7-11-9 9-10-12 1-11-3 15-10-5 5-11-9 23-5-10 7-7-5 24-0-9 0-6-15 0-4-93-0-73-2-50-3-144.00 12 0.98 12 2.54 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-15], [7:1-10-8,Edge], [7:0-4-7,0-3-0], [10:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.83 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.37 0.09 0.29 (loc) 9-10 9-10 7 9-10 l/defl >999 >733 n/a >930 L/d 360 180 n/a 240 PLATES MT20 Weight: 100 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-4: 2x4 SP No.2, 4-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 7-10: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 3-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-1 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-13 Max Horz 2=-92(LC 10) Max Uplift 2=-760(LC 12), 7=-769(LC 12) Max Grav 2=1084(LC 1), 7=1090(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2211/1997, 3-4=-2013/2038, 4-5=-2068/2002, 5-7=-3355/3100 BOT CHORD 2-11=-1716/1999, 10-11=-1717/2009, 9-10=-2939/3234, 7-9=-2939/3234 WEBS 3-11=-8/302, 4-10=-310/392, 5-10=-1310/1258, 5-9=0/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 9-10-12, Exterior(2R) 9-10-12 to 13-10-12, Interior(1) 13-10-12 to 24-0-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=760, 7=769. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss B9 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382730 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:42 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-q?lPRPcldUBacsqrkxS?3TbwZBLykw4U50Dl?dy4l_J Scale = 1:42.6 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 4x12 5x6 4x6 3x4 2x4 3x8 3x4 2x4 6x8 3x4 3x4 3x6 6-1-9 6-1-9 12-3-10 6-2-1 17-1-1 4-9-7 24-7-5 7-6-4 24-7-9 0-0-4 -0-6-0 0-6-0 6-1-9 6-1-9 12-3-10 6-2-1 17-1-1 4-9-7 24-7-9 7-6-8 25-2-8 0-6-15 0-4-92-5-12-11-20-3-144.00 12 0.98 12 2.54 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-15], [7:0-4-7,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.99 0.72 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.41 0.10 0.33 (loc) 9-10 9-10 7 9-10 l/defl >999 >709 n/a >874 L/d 360 180 n/a 240 PLATES MT20 Weight: 105 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 7-11: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 3-1-9 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-6-0 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-13 Max Horz 2=-79(LC 10) Max Uplift 2=-794(LC 12), 7=-803(LC 12) Max Grav 2=1136(LC 1), 7=1142(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2516/2271, 3-4=-2524/2435, 4-5=-2568/2448, 5-7=-3559/3280 BOT CHORD 2-12=-2016/2299, 10-12=-2015/2309, 9-10=-3112/3431, 7-9=-3112/3431 WEBS 3-12=0/264, 3-10=-229/340, 4-10=-215/402, 5-10=-1062/995, 5-9=0/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 12-3-10, Exterior(2R) 12-3-10 to 16-3-10, Interior(1) 16-3-10 to 25-2-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=794, 7=803. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss B10G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 2810531 Job Reference (optional) T26382731 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:34 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-3TGNlgWkV1AjfeCJGGJ7knGdDzcGsKEIFnHKj4y4l_R Scale = 1:43.1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 24 25 26 27 4x12 4x4 4x12 4x6 3x4 5x6 2x4 3x4 3x4 3x8 3x4 4x4 3x4 2x4 4-3-9 4-3-9 9-5-7 5-1-14 14-7-4 5-1-14 17-10-6 3-3-1 21-0-15 3-2-10 25-7-12 4-6-13 -0-6-0 0-6-0 4-3-9 4-3-9 9-5-7 5-1-14 14-7-4 5-1-14 17-10-6 3-3-1 21-0-15 3-2-10 25-7-12 4-6-13 0-4-91-9-122-7-140-3-144.00 12 0.98 12 2.54 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-14], [2:1-1-7,Edge], [3:0-6-0,0-1-15], [8:0-6-0,0-2-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.77 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.46 -0.53 0.07 (loc) 11-13 11-13 8 l/defl >652 >563 n/a L/d 240 180 n/a PLATES MT20 Weight: 400 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 8-12: 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-9-4, 2=0-8-0 Max Horz 2=-60(LC 23) Max Uplift 8=-2864(LC 8), 2=-2118(LC 8) Max Grav 8=4090(LC 1), 2=2921(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7851/5547, 3-4=-10603/7532, 4-5=-9948/7084, 5-6=-9968/7089, 6-7=-12692/8968, 7-8=-14519/10184 BOT CHORD 2-14=-5156/7336, 13-14=-5180/7384, 11-13=-7385/10553, 10-11=-8689/12413, 9-10=-9914/14160, 8-9=-9914/14160 WEBS 3-14=-239/509, 3-13=-2289/3288, 4-13=-226/317, 4-11=-832/592, 5-11=-1777/2574, 6-11=-2984/2093, 6-10=-1029/1538, 7-10=-1879/1273, 7-9=-675/834 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=2864, 2=2118. Continued on page 2 December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss B10G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 2810531 Job Reference (optional) T26382731 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:34 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-3TGNlgWkV1AjfeCJGGJ7knGdDzcGsKEIFnHKj4y4l_R NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 178 lb down and 262 lb up at 4-3-9, 16 lb down and 18 lb up at 4-8-9, 51 lb down and 85 lb up at 6-8-9, and 41 lb down and 70 lb up at 8-8-9, and 27 lb down and 49 lb up at 10-8-9 on top chord, and 76 lb down and 13 lb up at 4-3-9, 246 lb down and 205 lb up at 4-8-9, 217 lb down and 163 lb up at 6-8-9, 264 lb down and 199 lb up at 8-8-9, 316 lb down and 238 lb up at 10-8-9, 383 lb down and 304 lb up at 12-8-9, 415 lb down and 326 lb up at 14-8-9, 447 lb down and 340 lb up at 16-8-9, 479 lb down and 355 lb up at 18-8-9, and 511 lb down and 372 lb up at 20-8-9, and 1268 lb down and 905 lb up at 22-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-8=-70, 2-8=-20 Concentrated Loads (lb) Vert: 3=-124(F) 14=-277(F) 11=-415(F) 16=-3(F) 20=-217(F) 21=-264(F) 22=-316(F) 23=-383(F) 24=-447(F) 25=-479(F) 26=-511(F) 27=-1268(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 2810531 Truss C1G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 2810531 Job Reference (optional) T26382732 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:45 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-EaRX3RfevPZ9UKYQP3?ih6DZ7PPyxLxwn_RQcyy4l_G Scale = 1:34.2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 4x8 4x8 4x6 4x6 7x8 3x4 2x4 3x8 2x4 4x4 3x4 2x4 4-2-7 4-2-7 7-0-0 2-9-8 9-11-10 2-11-10 12-11-4 2-11-10 16-10-3 3-10-15 20-4-6 3-6-3 -0-6-0 0-6-0 4-2-7 4-2-7 7-0-0 2-9-8 9-11-10 2-11-10 12-11-4 2-11-10 16-10-3 3-10-15 20-4-6 3-6-3 0-3-152-7-150-3-152-7-154.00 12 3.77 12 Plate Offsets (X,Y)-- [2:1-1-10,Edge], [4:0-5-4,0-2-0], [6:0-5-4,0-2-0], [8:0-0-0,0-2-0], [12:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.63 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.23 0.05 (loc) 11 11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 221 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. REACTIONS. (size)8=0-8-8, 2=0-8-0 Max Horz 2=94(LC 7) Max Uplift 8=-1390(LC 8), 2=-1473(LC 8) Max Grav 8=1926(LC 1), 2=1980(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5068/3647, 3-4=-5013/3705, 4-5=-5248/3921, 5-6=-5248/3921, 6-7=-5291/3907, 7-8=-5284/3829 BOT CHORD 2-13=-3385/4739, 12-13=-3385/4739, 11-12=-3424/4800, 10-11=-3656/5096, 9-10=-3594/4989, 8-9=-3594/4989 WEBS 3-12=-499/487, 4-12=-721/1009, 4-11=-439/645, 6-11=-167/297, 6-10=-854/1189, 7-10=-631/647 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=1390, 2=1473. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 65 lb up at 7-0-0, 91 lb down and 58 lb up at 9-0-12, and 91 lb down and 58 lb up at 11-0-12, and 91 lb down and 64 lb up at 12-11-4 on top chord, and 724 lb down and 600 lb up at 7-0-0, 229 lb down and 184 lb up at 9-0-12, and 229 lb down and 184 lb up at 11-0-12, and 892 lb down and 738 lb up at 12-10-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss C1G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 2810531 Job Reference (optional) T26382732 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:45 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-EaRX3RfevPZ9UKYQP3?ih6DZ7PPyxLxwn_RQcyy4l_G LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-8=-70, 2-8=-20 Concentrated Loads (lb) Vert: 12=-724(F) 10=-892(F) 16=-229(F) 17=-229(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 2810531 Truss C2 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382733 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:45 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-EaRX3RfevPZ9UKYQP3?ih6DSKPKhxLkwn_RQcyy4l_G Scale = 1:36.2 1 2 3 4 5 6 7 9 8 10 11 12 4x4 4x8 4x4 3x8 5x8 3x8 2x4 2x4 9-0-0 9-0-0 11-6-5 2-6-5 21-0-13 9-6-9 21-0-15 0-0-2 -0-6-0 0-6-0 5-8-5 5-8-5 9-0-0 3-3-11 11-6-5 2-6-5 14-9-8 3-3-4 21-0-15 6-3-7 0-3-153-3-150-3-153-3-154.00 12 3.77 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [5:0-5-4,0-2-0], [7:0-4-6,Edge], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.91 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.49 0.06 0.16 (loc) 7-8 7-8 7 7-8 l/defl >999 >498 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-8: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. REACTIONS. (size)7=0-8-4, 2=0-8-0 Max Horz 2=120(LC 11) Max Uplift 7=-601(LC 12), 2=-691(LC 12) Max Grav 7=917(LC 1), 2=978(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2066/2301, 3-4=-1670/1817, 4-5=-1569/1789, 5-6=-1686/1800, 6-7=-2131/2300 BOT CHORD 2-9=-2117/1905, 8-9=-1461/1577, 7-8=-2088/1979 WEBS 3-9=-451/715, 4-9=-311/342, 5-8=-351/381, 6-8=-498/806 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 9-0-0, Exterior(2E) 9-0-0 to 11-6-5, Exterior(2R) 11-6-5 to 17-2-3, Interior(1) 17-2-3 to 20-8-15 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=601, 2=691. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss C3 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382734 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:46 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-in?vGngGgjh05U7cznWxEJmejokCgiH30eBz8Oy4l_F Scale = 1:37.0 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 5x6 6x8 3x6 3x4 3x8 3x4 3x4 2x4 3x8 3x4 2x4 5-9-0 5-9-0 10-6-13 4-9-13 16-6-3 5-11-6 21-9-5 5-3-2 21-9-7 0-0-2 -0-6-0 0-6-0 5-9-0 5-9-0 10-6-13 4-9-13 16-6-3 5-11-6 21-9-7 5-3-4 0-3-153-10-30-3-154.00 12 3.77 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [4:0-3-0,0-2-2], [7:0-1-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.63 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.24 0.07 0.18 (loc) 8-9 8-9 7 8-9 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.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-2-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-5 oc bracing. REACTIONS. (size)7=0-8-4, 2=0-8-0 Max Horz 2=139(LC 11) Max Uplift 7=-622(LC 12), 2=-712(LC 12) Max Grav 7=949(LC 1), 2=1010(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2233/2117, 3-4=-1591/1602, 4-5=-1590/1587, 5-7=-2380/2258 BOT CHORD 2-11=-1928/2047, 9-11=-1928/2047, 8-9=-2064/2219, 7-8=-2064/2219 WEBS 3-9=-698/735, 4-9=-484/595, 5-9=-837/877 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 10-6-13, Exterior(2R) 10-6-13 to 14-6-13, Interior(1) 14-6-13 to 21-5-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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=622, 2=712. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss C4 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382735 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:47 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-AzYHU6guR0ptjeipXU2AmXJpjC3lP9MDEIwWhqy4l_E Scale = 1:38.2 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 6x8 3x6 3x4 3x8 3x4 3x4 2x4 3x8 3x4 2x4 6-1-13 6-1-13 10-11-0 4-9-3 16-9-15 5-10-15 22-5-14 5-7-15 22-6-0 0-0-2 -0-6-0 0-6-0 6-1-13 6-1-13 10-11-0 4-9-3 16-9-15 5-10-15 22-6-0 5-8-1 0-3-153-11-100-3-154.00 12 3.77 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [7:0-1-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.68 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.25 0.08 0.19 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-5-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-6 oc bracing. REACTIONS. (size)7=0-8-4, 2=0-8-0 Max Horz 2=144(LC 11) Max Uplift 7=-643(LC 12), 2=-733(LC 12) Max Grav 7=981(LC 1), 2=1042(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2300/2155, 3-4=-1639/1640, 4-5=-1637/1624, 5-7=-2444/2293 BOT CHORD 2-11=-1958/2107, 9-11=-1958/2107, 8-9=-2091/2277, 7-8=-2091/2277 WEBS 3-9=-721/749, 4-9=-526/636, 5-9=-853/885 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 10-11-0, Exterior(2R) 10-11-0 to 14-11-0, Interior(1) 14-11-0 to 22-2-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=643, 2=733. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss C5 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382736 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:48 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-f96ghShWCKxkLnH?4CZPJkr_3cOF8cPMTyg4DHy4l_D Scale = 1:39.4 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 6x8 3x6 3x4 3x8 3x4 3x4 2x4 3x8 3x4 2x4 6-6-10 6-6-10 11-3-2 4-8-8 17-1-10 5-10-8 23-2-6 6-0-12 23-2-8 0-0-2 -0-6-0 0-6-0 6-6-10 6-6-10 11-3-2 4-8-8 17-1-10 5-10-8 23-2-8 6-0-14 0-3-154-1-00-3-154.00 12 3.77 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [7:0-1-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.72 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.26 0.08 0.20 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-7-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-13 oc bracing. REACTIONS. (size)7=0-8-4, 2=0-8-0 Max Horz 2=148(LC 11) Max Uplift 7=-664(LC 12), 2=-754(LC 12) Max Grav 7=1013(LC 1), 2=1074(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2365/2194, 3-4=-1687/1679, 4-5=-1684/1660, 5-7=-2508/2329 BOT CHORD 2-11=-1987/2166, 9-11=-1987/2166, 8-9=-2120/2335, 7-8=-2120/2335 WEBS 3-9=-744/764, 4-9=-569/679, 5-9=-871/894 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 11-3-2, Exterior(2R) 11-3-2 to 15-3-2, Interior(1) 15-3-2 to 22-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=664, 2=754. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss C6 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382737 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:49 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-7Mg2voi8ze3byxsBev4eryO8b0jit2rWicPdljy4l_C Scale = 1:39.9 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 6x8 3x6 3x4 4x6 3x4 3x4 2x4 3x8 3x4 2x4 6-11-8 6-11-8 11-7-4 4-7-12 17-7-5 6-0-1 23-10-15 6-3-10 23-11-1 0-0-2 -0-6-0 0-6-0 6-11-8 6-11-8 11-7-4 4-7-12 17-7-5 6-0-1 23-11-1 6-3-12 0-3-154-2-60-3-154.00 12 3.77 12 Plate Offsets (X,Y)-- [2:0-2-6,Edge], [7:0-1-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.77 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.28 0.09 0.21 (loc) 8-9 8-9 7 8-9 l/defl >999 >996 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 105 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-9-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. REACTIONS. (size)7=0-8-4, 2=0-8-0 Max Horz 2=152(LC 11) Max Uplift 7=-685(LC 12), 2=-775(LC 12) Max Grav 7=1045(LC 1), 2=1106(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2430/2232, 3-4=-1739/1721, 4-5=-1736/1697, 5-7=-2590/2384 BOT CHORD 2-11=-2016/2224, 9-11=-2016/2224, 8-9=-2169/2412, 7-8=-2169/2412 WEBS 3-9=-766/778, 4-9=-606/717, 5-9=-902/917, 5-8=0/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 11-7-4, Exterior(2R) 11-7-4 to 15-7-4, Interior(1) 15-7-4 to 23-7-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=685, 2=775. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss C7 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382738 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:50 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-bYEQ68jmkxBSa5ROCdbtO9xKMQ3McVvfxG9BI9y4l_B Scale = 1:41.8 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 6x8 3x6 3x4 4x6 3x4 3x4 2x4 3x8 3x4 2x4 7-4-7 7-4-7 11-11-6 4-6-15 17-10-15 5-11-9 24-7-7 6-8-8 24-7-9 0-0-2 -0-6-0 0-6-0 7-4-7 7-4-7 11-11-6 4-6-15 17-10-15 5-11-9 24-7-9 6-8-10 0-3-154-3-120-3-154.00 12 3.77 12 Plate Offsets (X,Y)-- [2:0-2-6,Edge], [7:0-1-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.81 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.28 0.09 0.21 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-11-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. REACTIONS. (size)7=0-8-4, 2=0-8-0 Max Horz 2=157(LC 11) Max Uplift 7=-706(LC 12), 2=-796(LC 12) Max Grav 7=1077(LC 1), 2=1138(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2492/2271, 3-4=-1788/1765, 4-5=-1784/1737, 5-7=-2651/2423 BOT CHORD 2-11=-2048/2280, 9-11=-2048/2280, 8-9=-2199/2468, 7-8=-2199/2468 WEBS 3-11=0/263, 3-9=-789/795, 4-9=-654/762, 5-9=-919/926, 5-8=0/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 11-11-6, Exterior(2R) 11-11-6 to 15-11-6, Interior(1) 15-11-6 to 24-3-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=706, 2=796. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss C8 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382739 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:51 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-3kooKUjPVFKJCF0amK66xNTUapPBLzJo9wukqby4l_A Scale = 1:42.5 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 6x8 3x6 3x4 4x6 3x4 3x4 2x4 3x8 3x4 2x4 6-6-0 6-6-0 12-3-9 5-9-8 19-4-7 7-0-14 25-4-0 5-11-10 25-4-2 0-0-2 -0-6-0 0-6-0 6-6-0 6-6-0 12-3-9 5-9-8 19-4-7 7-0-14 25-4-2 5-11-11 0-3-154-5-20-3-154.00 12 3.77 12 Plate Offsets (X,Y)-- [2:0-2-6,Edge], [4:0-3-4,0-2-4], [7:1-4-5,Edge], [7:0-1-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.77 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.34 0.10 0.25 (loc) 8-9 8-9 7 8-9 l/defl >999 >863 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-7-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-14 oc bracing. WEBS 1 Row at midpt 5-9 REACTIONS. (size)7=0-8-4, 2=0-8-0 Max Horz 2=-161(LC 10) Max Uplift 7=-727(LC 12), 2=-817(LC 12) Max Grav 7=1109(LC 1), 2=1170(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2663/2429, 3-4=-1872/1808, 4-5=-1871/1791, 5-7=-2845/2602 BOT CHORD 2-11=-2211/2448, 9-11=-2211/2448, 8-9=-2385/2659, 7-8=-2385/2659 WEBS 3-9=-857/859, 4-9=-537/694, 5-9=-1030/1036, 5-8=0/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 12-3-9, Exterior(2R) 12-3-9 to 16-3-9, Interior(1) 16-3-9 to 25-0-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=727, 2=817. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss C9 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382740 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:52 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-XxMAXqk1GZS9pPbmJ1dLTa0eGDkf4KZyOaeHM2y4l_9 Scale = 1:44.4 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 6x8 3x6 3x4 4x6 3x4 2x4 3x4 3x8 3x4 2x4 4-9-4 4-9-4 6-10-12 2-1-8 12-7-11 5-8-15 19-6-3 6-10-8 26-0-9 6-6-6 26-0-11 0-0-2 -0-6-0 0-6-0 6-10-12 6-10-12 12-7-11 5-8-15 19-6-3 6-10-8 26-0-11 6-6-8 0-3-154-6-80-3-154.00 12 3.77 12 Plate Offsets (X,Y)-- [2:0-2-6,Edge], [4:0-3-4,0-2-4], [7:1-4-5,Edge], [7:0-1-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.82 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.35 0.11 0.25 (loc) 8-9 8-9 7 8-9 l/defl >999 >882 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 *Except* 4-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-10-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-3 oc bracing. REACTIONS. (size)7=0-8-4, 2=0-8-0 Max Horz 2=-165(LC 10) Max Uplift 7=-748(LC 12), 2=-838(LC 12) Max Grav 7=1142(LC 1), 2=1202(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2729/2482, 3-4=-1919/1857, 4-5=-1915/1840, 5-7=-2886/2630 BOT CHORD 2-11=-2255/2508, 9-11=-2255/2508, 8-9=-2402/2693, 7-8=-2402/2693 WEBS 3-11=0/260, 3-9=-880/879, 4-9=-589/741, 5-9=-1027/1029, 5-8=0/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 12-7-11, Exterior(2R) 12-7-11 to 16-7-11, Interior(1) 16-7-11 to 25-8-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=748, 2=838. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss C10 Truss Type ROOF SPECIAL Qty 1 Ply 1 2810531 Job Reference (optional) T26382741 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:43 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-ICJneldNOoJRE0O2IezEch893bfzTLtdKgyJY3y4l_I Scale = 1:45.6 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 6x8 3x4 3x4 3x4 4x6 3x4 2x4 3x4 3x8 3x4 2x4 4-9-4 4-9-4 7-3-9 2-6-5 12-11-13 5-8-4 19-9-14 6-10-1 26-9-1 6-11-3 26-9-3 0-0-2 -0-6-0 0-6-0 7-3-9 7-3-9 12-11-13 5-8-4 19-9-14 6-10-1 26-9-3 6-11-5 0-3-154-7-140-3-154.00 12 3.77 12 Plate Offsets (X,Y)-- [2:0-2-6,Edge], [4:0-3-4,0-2-4], [7:1-4-9,Edge], [7:0-1-13,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.86 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.35 0.11 0.26 (loc) 8-9 8-9 7 8-9 l/defl >999 >897 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 3-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-3 oc bracing. WEBS 1 Row at midpt 5-9 REACTIONS. (size)7=0-8-4, 2=0-8-0 Max Horz 2=-170(LC 10) Max Uplift 7=-769(LC 12), 2=-859(LC 12) Max Grav 7=1174(LC 1), 2=1234(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2792/2531, 3-4=-1968/1908, 4-5=-1963/1888, 5-7=-2946/2678 BOT CHORD 2-11=-2295/2564, 9-11=-2295/2564, 8-9=-2440/2748, 7-8=-2440/2748 WEBS 3-11=0/272, 3-9=-899/895, 4-9=-634/782, 5-9=-1041/1039, 5-8=0/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 12-11-13, Exterior(2R) 12-11-13 to 16-11-13, Interior(1) 16-11-13 to 26-5-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=769, 2=859. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ11 Truss Type JACK-OPEN Qty 2 Ply 1 2810531 Job Reference (optional) T26382742 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:53 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-?7wZkAlf1sa0RZ9ztl9a0oZ0UdFfp0S5dENruUy4l_8 Scale = 1:5.9 1 2 3 4 2x4 0-10-15 0-10-15 -0-6-0 0-6-0 0-10-15 0-10-15 0-3-150-7-94.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 l/defl >999 >999 n/a L/d 360 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 4=Mechanical Max Horz 2=78(LC 12) Max Uplift 2=-173(LC 12), 4=-44(LC 12) Max Grav 2=91(LC 1), 4=25(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=173. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ11A Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382743 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:55 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-xV1J9rnvZUqkgsJL?AB25DeN?QyxHwyO4YsxzNy4l_6 Scale = 1:6.6 1 2 3 4 2x4 1-3-12 1-3-12 -0-6-0 0-6-0 1-3-12 1-3-12 0-3-150-9-30-5-00-9-34.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.02 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: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-12 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=49(LC 12) Max Uplift 3=-32(LC 12), 2=-103(LC 12) Max Grav 3=38(LC 17), 2=104(LC 1), 4=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=103. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ12 Truss Type JACK-OPEN Qty 3 Ply 1 2810531 Job Reference (optional) T26382744 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:55 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-xV1J9rnvZUqkgsJL?AB25DeN1Qy4HwyO4YsxzNy4l_6 Scale = 1:6.2 1 2 3 4 2x4 0-10-15 0-10-15 -0-6-0 0-6-0 0-10-15 0-10-15 0-4-90-8-30-4-00-8-34.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 4 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=38(LC 12) Max Uplift 3=-17(LC 9), 2=-98(LC 12) Max Grav 3=19(LC 17), 2=91(LC 1), 4=17(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ12B Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382745 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:57 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-uu93aXo9554SwATk6bDWAejikEeolqRhYsL21Fy4l_4 Scale = 1:5.9 1 2 3 4 2x4 -0-6-0 0-6-0 0-9-4 0-9-4 0-4-90-7-104.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 2 2 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-9-4, 4=0-9-4 Max Horz 2=70(LC 12) Max Uplift 2=-268(LC 12), 4=-36(LC 1) Max Grav 2=134(LC 1), 4=71(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=268. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ21 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382746 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:59 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-qHHq?DqQciKA9Ud6E0F_F2p1H2HbDkx_?9q968y4l_2 Scale = 1:5.9 1 2 3 2x4 0-11-13 0-11-11 0-11-13 0-11-13 0-3-150-7-103.77 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 l/defl >999 >999 n/a L/d 360 180 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-4, 3=Mechanical Max Horz 1=56(LC 12) Max Uplift 1=-58(LC 12), 3=-81(LC 12) Max Grav 1=41(LC 1), 3=42(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) 1, 3. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ22 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382747 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:59 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-qHHq?DqQciKA9Ud6E0F_F2pzn2JfDkx_?9q968y4l_2 Scale = 1:6.2 1 2 3 4 3x4 1-9-3 1-9-0 -0-6-15 0-6-15 1-9-3 1-9-3 0-3-140-8-50-4-70-8-52.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.03 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 1-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-13, 4=Mechanical Max Horz 2=40(LC 12) Max Uplift 3=-45(LC 12), 2=-127(LC 12) Max Grav 3=50(LC 1), 2=130(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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=127. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ22A Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382748 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:00 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-ITrCCZq2N0S1ndCJnjnDoGLAbRf_yBB7Epaieay4l_1 Scale = 1:6.2 1 2 3 3x4 1-7-5 1-7-5 1-7-5 1-7-5 0-3-140-8-50-4-60-8-52.77 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1 2 1 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-4, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-41(LC 12), 2=-53(LC 12) Max Grav 1=69(LC 1), 2=53(LC 1), 3=31(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) 1, 2. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ31 Truss Type JACK-OPEN Qty 2 Ply 1 2810531 Job Reference (optional) T26382749 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:01 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-mfPaQvrg8KauOnnVLQISKTuMMr_UheRHSTJGA0y4l_0 Scale = 1:9.3 1 2 3 4 3x4 2-10-15 2-10-15 -0-6-0 0-6-0 2-10-15 2-10-15 0-3-151-3-90-4-30-11-61-3-94.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -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: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=87(LC 12) Max Uplift 3=-81(LC 12), 2=-162(LC 12) Max Grav 3=85(LC 17), 2=181(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=162. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ31A Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382750 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:01 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-mfPaQvrg8KauOnnVLQISKTuF4rzzheRHSTJGA0y4l_0 Scale = 1:11.3 1 2 5 3 4 4x6 4-1-14 4-1-14 -0-6-0 0-6-0 4-1-14 4-1-14 0-3-151-8-91-4-61-8-94.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-131(LC 12), 2=-189(LC 12) Max Grav 3=134(LC 17), 2=234(LC 1), 4=75(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 4-1-2 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=131, 2=189. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ32 Truss Type JACK-OPEN Qty 3 Ply 1 2810531 Job Reference (optional) T26382751 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:02 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-EsyydFsIvdil0xLhv8phthQX0FKiQ4hQh73pjTy4l_? Scale = 1:9.5 1 2 3 4 4x4 2-10-15 2-10-15 -0-6-0 0-6-0 2-10-15 2-10-15 0-4-91-4-31-0-01-4-34.00 12 Plate Offsets (X,Y)-- [2:0-1-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -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: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-83(LC 12), 2=-160(LC 12) Max Grav 3=85(LC 17), 2=181(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=160. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ32B Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382752 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:03 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-i2WLrbtwgxqce5wuTrKwQuzjsfhC9XxZwnoNFvy4l__ Scale = 1:9.0 1 2 3 4 2x4 2-7-4 2-7-4 -0-6-0 0-6-0 2-7-4 2-7-4 0-4-91-3-00-10-131-3-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -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: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 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=78(LC 12) Max Uplift 3=-70(LC 12), 2=-154(LC 12) Max Grav 3=73(LC 17), 2=169(LC 1), 4=44(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=154. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ41 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382753 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:03 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-i2WLrbtwgxqce5wuTrKwQuzfrfgl9XxZwnoNFvy4l__ Scale = 1:9.3 1 2 3 2x4 3-1-3 3-1-3 3-1-3 3-1-3 0-3-151-3-100-11-81-3-103.77 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 10 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 3-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-4, 2=Mechanical, 3=Mechanical Max Horz 1=72(LC 12) Max Uplift 1=-67(LC 12), 2=-101(LC 12) Max Grav 1=122(LC 1), 2=97(LC 17), 3=54(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) 1 except (jt=lb) 2=101. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ42 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382754 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:04 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-BE4j2wtYREyTFFV40Zr9y6Wjp3_Mu_Aj9RYwmLy4kzz Scale = 1:10.7 1 2 3 4 56x8 3x4 3x4 4-11-0 4-10-13 -0-6-15 0-6-15 4-11-0 4-11-0 0-3-141-4-51-0-71-4-52.54 12 Plate Offsets (X,Y)-- [2:0-4-7,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.87 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-5 2-5 4 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 SLIDER Left 2x4 SP No.3 1-10-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-13, 5=Mechanical Max Horz 2=88(LC 12) Max Uplift 4=-146(LC 12), 2=-229(LC 12) Max Grav 4=152(LC 1), 2=274(LC 1), 5=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) except (jt=lb) 4=146, 2=229. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ42A Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382755 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:05 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-fRe5GGuBCY4JtP4GaGMOVJ2veSK7dRQsN5HTIny4kzy Scale = 1:8.9 1 2 3 3x4 3-11-14 3-11-14 3-11-14 3-11-14 0-3-141-2-140-10-151-2-142.77 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.80 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-4, 2=Mechanical, 3=Mechanical Max Horz 1=68(LC 12) Max Uplift 1=-97(LC 12), 2=-126(LC 12) Max Grav 1=162(LC 1), 2=126(LC 1), 3=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) 1 except (jt=lb) 2=126. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ51 Truss Type JACK-OPEN Qty 2 Ply 1 2810531 Job Reference (optional) T26382756 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:05 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-fRe5GGuBCY4JtP4GaGMOVJ2siSJcdRQsN5HTIny4kzy Scale = 1:12.6 1 2 5 3 4 4x6 4-10-15 4-10-15 -0-6-0 0-6-0 4-10-15 4-10-15 0-3-151-11-91-7-61-11-94.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.99 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -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: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. 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=136(LC 12) Max Uplift 3=-161(LC 12), 2=-206(LC 12) Max Grav 3=163(LC 17), 2=267(LC 1), 4=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 to 4-10-3 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) except (jt=lb) 3=161, 2=206. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ61 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382757 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:06 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-7dCTTcvpzsDAVYfS8_td1Xb3MseFMug0cl11rEy4kzx Scale = 1:12.5 1 2 3 4x4 5-2-10 5-2-10 5-2-10 5-2-10 0-3-151-11-101-7-71-11-103.77 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.87 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >892 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-4, 2=Mechanical, 3=Mechanical Max Horz 1=121(LC 12) Max Uplift 1=-122(LC 12), 2=-178(LC 12) Max Grav 1=217(LC 1), 2=173(LC 17), 3=96(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) except (jt=lb) 1=122, 2=178. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ62 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382758 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:06 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-7dCTTcvpzsDAVYfS8_td1Xb88siAMug0cl11rEy4kzx Scale = 1:6.7 1 2 3 4 3x4 2-3-2 2-2-14 -0-6-15 0-6-15 2-3-2 2-3-2 0-3-140-9-90-5-110-9-92.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.56 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-13, 4=Mechanical Max Horz 2=47(LC 12) Max Uplift 3=-42(LC 12), 2=-168(LC 12) Max Grav 3=50(LC 1), 2=163(LC 1), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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=168. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ72 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382759 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:07 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-bpmrgywRk9L16iEfihPsak8EnG1E5Lw9rPmaNgy4kzw Scale: 1.5"=1' 1 2 3 4 4x6 3-6-1 3-5-14 -0-6-15 0-6-15 3-6-1 3-6-1 0-3-141-0-120-8-141-0-122.54 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.89 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -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: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-13, 4=Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-94(LC 12), 2=-194(LC 12) Max Grav 3=99(LC 1), 2=213(LC 1), 4=62(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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=194. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ82 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382760 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:07 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-bpmrgywRk9L16iEfihPsak8FCG?M5Lw9rPmaNgy4kzw Scale = 1:10.4 1 2 3 4 56x8 3x4 3x4 4-9-1 4-8-13 -0-6-15 0-6-15 4-9-1 4-9-1 0-3-141-3-151-0-01-3-152.54 12 Plate Offsets (X,Y)-- [2:0-4-7,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.80 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 18 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 1-9-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-13, 5=Mechanical Max Horz 2=86(LC 12) Max Uplift 4=-141(LC 12), 2=-225(LC 12) Max Grav 4=146(LC 1), 2=267(LC 1), 5=87(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) except (jt=lb) 4=141, 2=225. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ92 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382761 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:08 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-30KEuIx3VTTuksprFPw57ygRQgI_qoAJ43W7v6y4kzv Scale = 1:12.7 1 2 5 3 4 5x6 6-0-0 5-11-13 -0-6-15 0-6-15 6-0-0 6-0-0 0-3-141-7-11-3-31-7-12.54 12 Plate Offsets (X,Y)-- [2:0-5-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.70 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >568 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-13, 4=Mechanical Max Horz 2=105(LC 12) Max Uplift 3=-185(LC 12), 2=-257(LC 12) Max Grav 3=191(LC 1), 2=321(LC 1), 4=112(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -0-6-15 to 5-0-15, Exterior(2R) 5-0-15 to 5-11-4 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=185, 2=257. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ102 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382762 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:53 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-?7wZkAlf1sa0RZ9ztl9a0oZz7dGRp0S5dENruUy4l_8 Scale = 1:6.0 1 2 3 3x4 1-5-1 1-5-1 1-5-1 1-5-1 0-3-140-7-130-3-140-7-132.77 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1 2 1 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 4 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 1-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-4, 2=Mechanical, 3=Mechanical Max Horz 1=26(LC 12) Max Uplift 1=-36(LC 12), 2=-47(LC 12) Max Grav 1=60(LC 1), 2=47(LC 1), 3=27(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) 1, 2. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ112 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382763 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:54 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-TJUxyWmHoAit3ik9RSgpY?56z1cIYTiFru7ORwy4l_7 Scale = 1:7.1 1 2 3 3x4 2-4-7 2-4-7 2-4-7 2-4-7 0-3-140-10-70-3-150-6-80-10-72.77 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-4, 2=Mechanical, 3=Mechanical Max Horz 1=41(LC 12) Max Uplift 1=-53(LC 12), 2=-70(LC 12) Max Grav 1=89(LC 1), 2=69(LC 1), 3=39(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) 1, 2. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ122 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382764 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:56 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-QibhNBnXKnybI0uXYtiHeQBO3qHu0NCXJCcVVpy4l_5 Scale = 1:8.2 1 2 3 3x4 3-3-14 3-3-14 3-3-14 3-3-14 0-3-141-1-10-9-21-1-12.77 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.67 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 10 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 3-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-4, 2=Mechanical, 3=Mechanical Max Horz 1=57(LC 12) Max Uplift 1=-79(LC 12), 2=-103(LC 12) Max Grav 1=132(LC 1), 2=102(LC 1), 3=59(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) 1 except (jt=lb) 2=103. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ132 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382765 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:57 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-uu93aXo9554SwATk6bDWAejWpEcrlqRhYsL21Fy4l_4 Scale = 1:9.2 1 2 3 3x4 4-3-4 4-3-4 4-3-4 4-3-4 0-3-141-3-110-3-150-11-121-3-112.77 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.86 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 1-3 1-3 2 1 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 4-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-4, 2=Mechanical, 3=Mechanical Max Horz 1=73(LC 12) Max Uplift 1=-105(LC 12), 2=-135(LC 12) Max Grav 1=174(LC 1), 2=136(LC 1), 3=78(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) except (jt=lb) 1=105, 2=135. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss CJ142 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382766 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:00:58 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-M4jSotporPCJXK2wgIkljrGi7ewNUHhqmW5cahy4l_3 Scale = 1:10.3 1 2 3 4x6 5-2-11 5-2-11 5-2-11 5-2-11 0-3-141-6-50-3-151-2-61-6-52.77 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.82 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >889 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 16 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 4-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-4, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-131(LC 12), 2=-168(LC 12) Max Grav 1=217(LC 1), 2=169(LC 1), 3=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) except (jt=lb) 1=131, 2=168. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FG14 Truss Type FLOOR Qty 1 Ply 4 2810531 Job Reference (optional) T26382767 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:10 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-?OR_J_yJ14jczAzENpyZCNmmkTuCIUhbXN?E_?y4kzt Scale = 1:34.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12222324252627282930 4x4 4x12 4x4 4x6 4x12 4x12 3x8 3x4 7x14 MT20HS 3x10 5x12 5x12 2-4-15 2-4-15 4-8-1 2-3-3 6-5-0 1-8-15 9-2-4 2-9-4 11-5-9 2-3-5 13-8-12 2-3-3 15-11-15 2-3-3 18-3-1 2-3-3 20-8-0 2-4-15 2-4-15 2-4-15 4-8-1 2-3-3 6-5-0 1-8-15 9-2-4 2-9-4 11-5-9 2-3-5 13-8-12 2-3-3 15-11-15 2-3-3 18-3-1 2-3-3 20-8-0 2-4-15 1-4-0Plate Offsets (X,Y)-- [8:0-2-0,Edge], [12:0-1-12,0-1-12], [16:0-7-0,0-4-8], [18:0-3-8,0-1-8], [20:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.80 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.57 -0.78 0.07 (loc) 16-17 16-17 12 l/defl >423 >311 n/a L/d 360 240 n/a PLATES MT20 MT20HS Weight: 448 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 8-11: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 1-21,11-12: 2x6 SP No.2 2-20,3-19,4-18,5-17,6-16,7-15,9-14,10-13: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)21=Mechanical, 12=Mechanical Max Grav 21=7313(LC 1), 12=4547(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-5063/0, 1-2=-12069/0, 2-3=-12069/0, 3-4=-28392/0, 4-5=-28392/0, 5-6=-29208/0, 6-7=-29208/0, 7-9=-17855/0, 9-10=-17855/0, 10-11=-756/0 BOT CHORD 20-21=0/1405, 19-20=0/21121, 18-19=0/21121, 17-18=0/28392, 16-17=0/28392, 15-16=0/26084, 14-15=0/26084, 13-14=0/9748, 12-13=0/9748 WEBS 1-20=0/11649, 3-20=-9830/0, 3-18=0/8466, 4-18=-735/0, 5-17=-273/118, 6-16=-260/0, 7-15=0/1805, 7-14=-8936/0, 10-14=0/8804, 10-13=0/285, 10-12=-9822/0, 5-16=0/1198, 7-16=0/3420 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 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. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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 floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) The Fabrication Tolerance at joint 8 = 20% 7) Refer to girder(s) for truss to truss connections. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 953 lb down at 0-6-14, 940 lb down at 1-0-15, 914 lb down at 2-4-15, 592 lb down at 3-8-15, 574 lb down at 5-0-15, 557 lb down at 6-4-15, 809 lb down at 7-8-15, 783 lb down at 9-0-15, 757 lb down at 10-4-15, 731 lb down at 11-8-15, 705 lb down at 13-0-15, 761 lb down at 14-5-3, and 286 lb down at 15-8-6, and 276 lb down at 16-11-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FG14 Truss Type FLOOR Qty 1 Ply 4 2810531 Job Reference (optional) T26382767 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:10 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-?OR_J_yJ14jczAzENpyZCNmmkTuCIUhbXN?E_?y4kzt LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-11=-100, 12-21=-10 Concentrated Loads (lb) Vert: 20=-914(B) 18=-557(B) 17=-783(B) 16=-731(B) 14=-286(B) 22=-953(B) 23=-940(B) 24=-592(B) 25=-574(B) 26=-809(B) 27=-757(B) 28=-705(B) 29=-761(B) 30=-276(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 2810531 Truss FG15 Truss Type FLOOR Qty 1 Ply 2 2810531 Job Reference (optional) T26382768 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:10 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-?OR_J_yJ14jczAzENpyZCNmwDT4_IhgbXN?E_?y4kzt Scale = 1:15.0 1 2 3 6 5 4 2x4 4x4 4x4 2x4 4x8 2x4 4-0-0 4-0-0 8-0-0 4-0-0 4-0-0 4-0-0 8-0-0 4-0-0 1-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.04 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-4-0, 4=Mechanical Max Grav 6=283(LC 1), 4=283(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-259/0, 1-2=-576/0, 2-3=-576/0, 3-4=-259/0 WEBS 1-5=0/534, 2-5=-274/0, 3-5=0/535 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FG16 Truss Type FLOOR Qty 1 Ply 2 2810531 Job Reference (optional) T26382769 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:11 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-Ta?MWKzyoOrTbKXQxXTokaI6utOW19vlm1koWRy4kzs Scale = 1:9.5 1 2 4 35 2x4 3x4 2x4 4x4 2-3-8 2-3-8 2-3-8 2-3-8 1-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Grav 4=208(LC 1), 3=226(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 288 lb down at 1-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-67, 3-4=-7 Concentrated Loads (lb) Vert: 5=-288(F) December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FG18 Truss Type FLOOR Qty 1 Ply 2 2810531 Job Reference (optional) T26382770 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:11 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-Ta?MWKzyoOrTbKXQxXTokaI4?tLd13mlm1koWRy4kzs Scale = 1:21.3 1 2 3 4 8 7 6 59 2x4 4x4 2x4 4x4 4x8 2x4 4x8 2x4 4-3-3 4-3-3 8-4-10 4-1-7 12-7-13 4-3-3 4-3-3 4-3-3 8-4-10 4-1-7 12-7-13 4-3-3 1-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.27 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=Mechanical Max Grav 8=595(LC 1), 5=515(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-548/0, 1-2=-1715/0, 2-3=-1715/0 BOT CHORD 6-7=0/1473, 5-6=0/1473 WEBS 1-7=0/1651, 2-7=-264/0, 3-7=0/250, 3-5=-1424/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down at 3-10-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-67, 5-8=-7 Concentrated Loads (lb) Vert: 9=-203(B) December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL1 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382771 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:12 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-ynZkkg_aYizKDT6cUE_1HorB0HgTmXhu_hUL2uy4kzr Scale = 1:20.3 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 6x8 3x6 3x6 3x4 3x4 1.5x3 3x6 6x8 3x6 6x8 6x8 0-3-8 0-3-8 11-9-1 11-5-9 12-1-1 0-4-0 1-3-0 2-6-0 2-0-0 0-2-9 2-6-0 0-3-8 0-4-0 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [10:0-1-4,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.36 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 -0.01 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 63 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-3-0, 11=0-2-7 Max Grav 1=433(LC 1), 11=430(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-460/0, 2-4=-460/0, 4-5=-1035/0, 5-6=-1035/0, 6-7=-1035/0, 7-9=-554/0, 9-10=-554/0 BOT CHORD 15-16=0/940, 14-15=0/1035, 13-14=0/990 WEBS 1-16=0/611, 4-16=-531/0, 4-15=0/252, 10-13=0/736, 9-13=-261/0, 7-13=-482/0, 7-14=-55/462, 6-14=-408/51 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL2 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382772 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:17 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-IkMdnN2iNEbcJF?aHnaC_rY3hIOPRoWd8zB6k5y4kzm Scale = 1:21.7 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 6x8 3x6 3x6 3x4 3x4 1.5x3 3x6 6x8 3x6 3x4 3x4 1.5x3 0-3-8 0-3-8 12-6-6 12-2-14 12-10-6 0-4-0 1-3-0 2-6-0 2-0-0 0-11-14 2-6-0 0-3-8 0-4-0 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [10:0-1-4,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.38 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.10 -0.01 (loc) 13-14 13-14 11 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 66 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-3-0, 11=0-2-7 Max Grav 1=461(LC 1), 11=459(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-493/0, 2-4=-493/0, 4-5=-1180/0, 5-6=-1180/0, 6-7=-1180/0, 7-9=-596/0, 9-10=-596/0 BOT CHORD 15-16=0/1032, 14-15=0/1180, 13-14=0/1075 WEBS 1-16=0/654, 4-16=-596/0, 4-15=0/318, 10-13=0/791, 9-13=-273/0, 7-13=-529/0, 7-14=0/297 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL3 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382773 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:26 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-XTP1gS9MF?kLudBIJAEJrlQbvwOD2rNyCst4Y4y4kzd Scale = 1:23.0 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 6x8 3x6 3x6 3x4 3x4 1.5x3 3x6 6x8 3x6 3x4 4x6 1.5x3 4x4 1.5x3 0-3-8 0-3-8 13-3-11 13-0-3 13-7-11 0-4-0 1-3-0 2-6-0 2-0-0 0-4-11 2-6-0 0-3-8 0-4-0 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [11:0-1-4,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.59 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.11 -0.02 (loc) 16 16 12 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 72 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-3-0, 12=0-2-7 Max Grav 1=489(LC 1), 12=487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-525/0, 2-4=-525/0, 4-5=-1322/0, 5-6=-1322/0, 6-7=-1314/0, 7-8=-1314/0, 8-10=-634/0, 10-11=-634/0 BOT CHORD 17-18=0/1125, 16-17=0/1322, 15-16=0/1322, 14-15=0/1176 WEBS 1-18=0/698, 4-18=-663/0, 4-17=0/365, 11-14=0/842, 10-14=-276/0, 8-14=-600/0, 6-15=-288/189 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL4 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382774 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:32 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-MdmIwVD7rrUUcYeSfRLj50gYBLR6SZZrboKPmjy4kzX Scale = 1:24.3 1 23 4 5 6 7 8 9 10 11 17 16 15 14 13 12 6x8 3x6 3x6 3x4 3x4 1.5x3 3x6 6x8 3x6 3x4 3x4 1.5x3 0-3-8 0-3-8 14-0-15 13-9-7 14-4-15 0-4-0 1-3-0 2-6-0 2-0-7 2-6-0 2-6-0 0-3-8 0-4-0 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [10:0-1-4,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.62 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.26 -0.02 (loc) 13-14 13-14 11 l/defl >930 >642 n/a L/d 360 240 n/a PLATES MT20 Weight: 72 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-3-0, 11=0-2-7 Max Grav 1=518(LC 1), 11=516(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-559/0, 2-4=-559/0, 4-5=-1485/0, 5-6=-1485/0, 6-7=-1485/0, 7-9=-663/0, 9-10=-663/0 BOT CHORD 15-16=0/1218, 14-15=0/1485, 13-14=0/1279 WEBS 1-16=0/743, 4-16=-728/0, 4-15=0/471, 5-15=-251/0, 10-13=0/880, 9-13=-259/0, 7-13=-680/0, 7-14=0/372 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL5 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382775 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:33 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-qpKg8rElc9cLEiDfD9sydDDlPlnPB0P_pS3yIAy4kzW Scale = 1:25.6 1 23 4 5 6 7 89 10 11 17 16 15 14 13 12 6x8 3x6 3x6 3x4 3x4 3x8 6x8 3x6 3x4 3x4 1.5x3 1.5x3 0-3-8 0-3-8 14-10-4 14-6-12 15-2-4 0-4-0 1-3-0 2-6-0 2-0-12 2-0-0 1-3-0 0-3-8 0-4-0 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [10:0-1-4,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.62 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.26 -0.02 (loc) 13-14 13-14 11 l/defl >965 >691 n/a L/d 360 240 n/a PLATES MT20 Weight: 76 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-3-0, 11=0-2-7 Max Grav 1=546(LC 1), 11=544(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-586/0, 2-4=-586/0, 4-5=-1670/0, 5-6=-1670/0, 6-7=-1670/0, 7-9=-705/0, 9-10=-705/0 BOT CHORD 15-16=0/1307, 14-15=0/1670, 13-14=0/1377 WEBS 1-16=0/777, 4-16=-797/0, 4-15=0/520, 10-13=0/936, 9-13=-271/0, 7-13=-743/0, 7-14=0/456 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL6 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382776 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:34 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-I0u3LBFNNSkCssornsOBARlwt96swSF726pWqcy4kzV Scale = 1:26.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 6x8 3x8 3x6 3x4 3x6 3x4 3x8 6x8 3x6 3x4 3x6 3x4 0-3-8 0-3-8 15-7-9 15-4-1 15-11-9 0-4-0 1-3-0 2-6-0 2-1-1 1-3-0 0-3-8 0-4-0 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [10:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.67 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.29 -0.03 (loc) 13-14 13-14 11 l/defl >866 >648 n/a L/d 360 240 n/a PLATES MT20 Weight: 82 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-3-0, 11=0-2-7 Max Grav 1=575(LC 1), 11=572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-612/0, 2-4=-612/0, 4-5=-1851/0, 5-6=-1851/0, 6-7=-1851/0, 7-9=-746/0, 9-10=-746/0 BOT CHORD 15-16=0/1401, 14-15=0/1851, 13-14=0/1475 WEBS 1-16=0/813, 4-16=-873/0, 4-15=0/601, 10-13=0/990, 9-13=-280/0, 7-13=-807/0, 7-14=0/545 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL7 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382777 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:35 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-nCSRZXF?8ms3T0N1LZvQjeI6YYQyfv5HHmY3M2y4kzU Scale = 1:28.2 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 6x8 3x6 3x6 3x4 3x6 1.5x3 4x6 6x8 3x6 3x4 3x4 1.5x3 1.5x3 3x4 0-3-8 0-3-8 16-4-14 16-1-6 16-8-14 0-4-0 1-3-0 2-6-0 0-11-14 2-0-0 1-3-0 0-3-8 0-4-0 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [11:0-1-4,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.81 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.22 -0.03 (loc) 16-17 14-15 12 l/defl >999 >890 n/a L/d 360 240 n/a PLATES MT20 Weight: 85 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-3-0, 12=0-2-7 Max Grav 1=603(LC 1), 12=601(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-642/0, 2-4=-642/0, 4-5=-1981/0, 5-6=-1981/0, 6-7=-2027/0, 7-8=-2027/0, 8-10=-787/0, 10-11=-787/0 BOT CHORD 17-18=0/1494, 16-17=0/2027, 15-16=0/2027, 14-15=0/1574 WEBS 1-18=0/852, 4-18=-942/0, 4-17=0/538, 11-14=0/1045, 10-14=-292/0, 8-14=-869/0, 8-15=0/593, 6-17=-339/174 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL8G Truss Type FLOOR GIRDER Qty 1 Ply 1 2810531 Job Reference (optional) T26382778 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:35 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-nCSRZXF?8ms3T0N1LZvQjeI5IYR9foTHHmY3M2y4kzU Scale = 1:29.5 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 6x8 4x8 6x8 3x6 3x6 4x4 1.5x3 5x12 3x6 3x4 3x6 3x4 1.5x3 3x4 1.5x3 3x4 0-3-8 0-3-8 2-11-12 2-8-4 17-2-3 14-2-7 17-6-3 0-4-0 1-3-0 1-1-8 2-6-0 1-9-4 1-11-15 2-6-0 2-6-0 0-3-8 0-4-0 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [7:0-1-8,Edge], [12:0-1-4,Edge], [16:0-1-8,Edge], [19:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.73 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.37 -0.04 (loc) 17-18 17-18 13 l/defl >757 >561 n/a L/d 360 240 n/a PLATES MT20 Weight: 90 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) *Except* 1-13: 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) 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=0-3-0, 13=0-2-7 Max Grav 1=1357(LC 1), 13=763(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1457/0, 2-4=-1457/0, 4-5=-2778/0, 5-6=-3359/0, 6-7=-3359/0, 7-8=-3059/0, 8-9=-3059/0, 9-11=-1026/0, 11-12=-1026/0 BOT CHORD 19-20=0/2778, 18-19=0/3055, 17-18=0/3059, 16-17=0/3059, 15-16=0/2137 WEBS 12-15=0/1361, 11-15=-357/0, 9-15=-1229/0, 9-16=0/1105, 8-16=-317/0, 1-20=0/1935, 4-20=-1758/0, 5-18=0/336, 6-18=-276/0, 7-18=0/597, 4-19=0/279, 5-19=-396/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 895 lb down at 2-11-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-21=-7, 1-13=-67 Concentrated Loads (lb) Vert: 4=-860(F) December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL9G Truss Type FLOOR GIRDER Qty 1 Ply 1 2810531 Job Reference (optional) T26382779 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:36 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-FO0pmtGdv4_w59yDuHQfFsrGuyv1OPcQWQIcvUy4kzT Scale = 1:9.4 1 2 3 4 8 7 6 5 93x4 4x6 3x4 4x6 4x4 4x4 1.5x3 1.5x3 3-10-8 3-10-8 0-6-12 2-0-0 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [5:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.24 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 25 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=Mechanical Max Grav 8=904(LC 1), 5=931(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-656/0 BOT CHORD 7-8=0/656, 6-7=0/656, 5-6=0/656 WEBS 2-8=-1244/0, 3-5=-1244/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 518 lb down at 0-10-4, and 523 lb down at 1-11-4, and 565 lb down at 3-0-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-7, 1-4=-67 Concentrated Loads (lb) Vert: 2=-500(B) 3=-546(B) 9=-523(B) December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL10G Truss Type FLOOR GIRDER Qty 1 Ply 1 2810531 Job Reference (optional) T26382780 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:13 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-Qz77x?_CJ?5Brdhp2yVGq?OGXhu8VuA2DLDubKy4kzq Scale = 1:33.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 6x8 4x8 6x8 3x6 3x8 3x6 1.5x3 5x12 3x6 4x4 3x6 3x4 1.5x3 3x4 3x4 1.5x3 3x4 0-3-8 0-3-8 2-11-12 2-8-4 19-7-4 16-7-8 19-11-4 0-4-0 1-3-0 1-3-0 1-1-8 2-6-0 1-8-5 1-11-15 1-3-0 0-3-8 0-4-0 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [13:0-1-4,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [20:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.85 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.47 -0.64 -0.06 (loc) 18-19 18-19 14 l/defl >504 >366 n/a L/d 360 240 n/a PLATES MT20 Weight: 101 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) *Except* 1-14: 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except* 1-21: 2x4 SP No.2(flat) 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=0-3-0, 14=0-2-7 Max Grav 1=1486(LC 1), 14=839(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1601/0, 2-4=-1601/0, 4-5=-3056/0, 5-6=-3949/0, 6-7=-3949/0, 7-8=-3556/0, 8-9=-3556/0, 9-10=-3556/0, 10-12=-1138/0, 12-13=-1138/0 BOT CHORD 20-21=0/3056, 19-20=0/3450, 18-19=0/3971, 17-18=0/3556, 16-17=0/2396 WEBS 13-16=0/1511, 12-16=-391/0, 10-16=-1391/0, 10-17=0/1346, 9-17=-413/0, 1-21=0/2125, 4-21=-1937/0, 5-19=0/552, 7-18=-686/0, 4-20=0/388, 5-20=-562/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 922 lb down at 2-11-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-22=-7, 1-14=-67 Concentrated Loads (lb) Vert: 4=-887(B) December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL11 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382781 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:13 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-Qz77x?_CJ?5Brdhp2yVGq?OLQhw4VzT2DLDubKy4kzq Scale = 1:25.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x4 3x6 3x8 6x8 3x6 3x4 3x4 1.5x3 3x4 3x6 1.5x3 3x4 1.5x3 14-7-11 14-7-11 14-11-11 0-4-0 2-6-0 0-7-11 2-0-0 1-3-0 0-4-0 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [9:0-1-4,Edge], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.72 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.23 -0.01 (loc) 12-13 12-13 10 l/defl >999 >779 n/a L/d 360 240 n/a PLATES MT20 Weight: 77 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=Mechanical, 10=0-2-7 Max Grav 16=544(LC 1), 10=542(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1542/0, 3-4=-1542/0, 4-5=-1661/0, 5-6=-1661/0, 6-8=-703/0, 8-9=-703/0 BOT CHORD 15-16=0/1001, 14-15=0/1661, 13-14=0/1661, 12-13=0/1371 WEBS 9-12=0/933, 8-12=-271/0, 6-12=-738/0, 6-13=0/434, 2-16=-1102/0, 2-15=0/599, 4-15=-440/71 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL12 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382782 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:14 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-u9hV8L?q4JD2SnG?cf1VMDwWV5H_EPOBS?zS7my4kzp Scale = 1:26.1 1 2 3 4 5 6 78 9 10 16 15 14 13 12 11 3x4 3x6 3x8 6x8 3x6 3x4 3x4 1.5x3 3x4 3x6 1.5x3 3x4 1.5x3 15-3-4 15-3-4 15-7-4 0-4-0 2-6-0 1-3-0 2-0-4 1-3-0 0-4-0 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [9:0-1-4,Edge], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.68 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.24 0.01 (loc) 12-13 12-13 10 l/defl >999 >783 n/a L/d 360 240 n/a PLATES MT20 Weight: 79 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=Mechanical, 10=0-2-7 Max Grav 16=568(LC 1), 10=565(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1641/0, 3-4=-1641/0, 4-5=-1804/0, 5-6=-1804/0, 6-8=-736/0, 8-9=-736/0 BOT CHORD 15-16=0/1050, 14-15=0/1804, 13-14=0/1804, 12-13=0/1451 WEBS 9-12=0/977, 8-12=-279/0, 6-12=-790/0, 6-13=0/499, 2-16=-1156/0, 2-15=0/653, 4-15=-410/38 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL13 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382783 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:15 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-MMFtMh0SrdLv4xrBANYkvQTigUcJzsJKhfi?fCy4kzo Scale = 1:27.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x4 3x6 3x8 6x8 3x6 3x4 3x4 1.5x3 3x4 3x6 1.5x3 3x4 1.5x3 15-10-13 15-10-13 16-2-13 0-4-0 2-6-0 1-10-13 2-0-0 1-3-0 0-4-0 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [9:0-1-4,Edge], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.74 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.24 0.01 (loc) 12-13 12-13 10 l/defl >999 >809 n/a L/d 360 240 n/a PLATES MT20 Weight: 82 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=Mechanical, 10=0-2-7 Max Grav 16=591(LC 1), 10=588(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1748/0, 3-4=-1748/0, 4-5=-1951/0, 5-6=-1951/0, 6-8=-770/0, 8-9=-770/0 BOT CHORD 15-16=0/1099, 14-15=0/1951, 13-14=0/1951, 12-13=0/1531 WEBS 9-12=0/1022, 8-12=-288/0, 6-12=-842/0, 6-13=0/567, 2-16=-1210/0, 2-15=0/718, 4-15=-435/22 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL17 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382784 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:15 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-MMFtMh0SrdLv4xrBANYkvQTkwUkGzxgKhfi?fCy4kzo Scale = 1:15.1 1 2 3 4 5 9 8 7 6 1.5x3 3x4 3x6 3x4 3x4 3x4 1.5x3 3x4 1.5x3 8-2-1 8-2-1 2-6-0 0-6-9 2-0-0 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [8:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.23 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.04 0.01 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 42 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 9=Mechanical Max Grav 6=293(LC 1), 9=293(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-471/0, 3-4=-471/0 BOT CHORD 8-9=0/454, 7-8=0/471, 6-7=0/471 WEBS 2-9=-502/0, 4-6=-517/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL19 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382785 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:16 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-qYpFZ114cwTmi5QNj43zRe0tFu0UiK9UvJSZBfy4kzn Scale = 1:22.0 1 2 3 4 5 6 7 8 9 14 13 12 11 10 3x4 3x6 3x6 6x8 3x6 3x4 3x4 1.5x3 3x4 3x4 1.5x3 0-3-11 0-3-11 13-1-8 12-9-13 1-3-0 2-6-0 1-5-5 2-0-0 0-3-11 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.49 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.15 0.01 (loc) 12-13 10-11 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 66 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=Mechanical, 1=0-2-9 Max Grav 10=477(LC 1), 1=475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-609/0, 3-5=-609/0, 5-6=-1268/0, 6-7=-1268/0, 7-8=-1268/0 BOT CHORD 12-13=0/1124, 11-12=0/1268, 10-11=0/851 WEBS 2-13=0/808, 3-13=-264/0, 5-13=-570/0, 5-12=0/321, 8-10=-937/0, 8-11=0/510 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL20 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382786 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:18 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-mxw0_j2L8YjTxOamrV5RX35EVig4AENnNdxfGXy4kzl Scale = 1:22.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x4 3x6 3x6 6x8 3x6 3x4 3x4 1.5x3 3x4 3x6 1.5x3 3x4 1.5x3 0-3-11 0-3-11 13-7-3 13-3-8 1-3-0 2-6-0 1-3-0 2-0-0 0-6-8 0-3-11 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.54 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.10 0.01 (loc) 13 14-15 11 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 71 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 1=0-2-9 Max Grav 11=494(LC 1), 1=492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-634/0, 3-5=-634/0, 5-6=-1353/0, 6-7=-1353/0, 7-8=-1332/0, 8-9=-1332/0 BOT CHORD 14-15=0/1186, 13-14=0/1353, 12-13=0/1353, 11-12=0/892 WEBS 2-15=0/842, 3-15=-272/0, 5-15=-610/0, 5-14=0/339, 9-11=-981/0, 9-12=0/487, 7-12=-284/159 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL21 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382787 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:18 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-mxw0_j2L8YjTxOamrV5RX35DRif1AE8nNdxfGXy4kzl Scale = 1:23.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x4 3x6 3x6 6x8 3x6 3x4 3x4 1.5x3 3x4 3x6 1.5x3 3x4 1.5x3 0-3-11 0-3-11 14-0-14 13-9-3 1-3-0 2-6-0 1-3-0 2-0-0 1-0-3 0-3-11 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.61 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.13 0.01 (loc) 12-13 13 11 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 73 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 1=0-2-9 Max Grav 11=511(LC 1), 1=509(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-659/0, 3-5=-659/0, 5-6=-1446/0, 6-7=-1446/0, 7-8=-1407/0, 8-9=-1407/0 BOT CHORD 14-15=0/1247, 13-14=0/1446, 12-13=0/1446, 11-12=0/929 WEBS 2-15=0/875, 3-15=-278/0, 5-15=-650/0, 5-14=0/380, 9-11=-1023/0, 9-12=0/529, 7-12=-262/115 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL22 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382788 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:19 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-E7UOC33zvrrKZY9yPCcg3GeN_6_Cvh8wbHgDo_y4kzk Scale = 1:24.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x4 3x6 3x6 6x8 3x6 3x4 3x4 1.5x3 3x4 3x6 1.5x3 3x4 1.5x3 0-3-11 0-3-11 14-6-9 14-2-14 1-3-0 2-6-0 1-3-0 2-0-0 1-5-14 0-3-11 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.68 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.16 0.01 (loc) 12-13 12-13 11 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 75 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 1=0-2-9 Max Grav 11=529(LC 1), 1=527(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-684/0, 3-5=-684/0, 5-6=-1540/0, 6-7=-1540/0, 7-8=-1486/0, 8-9=-1486/0 BOT CHORD 14-15=0/1309, 13-14=0/1540, 12-13=0/1540, 11-12=0/966 WEBS 2-15=0/908, 3-15=-284/0, 5-15=-691/0, 5-14=0/423, 9-11=-1063/0, 9-12=0/575, 7-12=-272/101 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL23 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382789 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:20 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-jJ2mPP4bg9zBAik9yw8vcUAXQVJKe794qxQmKQy4kzj Scale = 1:25.2 1 2 34 5 6 7 8 9 10 16 15 14 13 12 11 3x4 3x6 3x8 6x8 3x6 3x4 3x4 1.5x3 3x4 3x6 1.5x3 3x4 1.5x3 0-3-11 0-3-11 15-0-4 14-8-9 1-3-0 2-6-0 1-3-0 2-0-0 1-11-9 0-3-11 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.75 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.20 0.02 (loc) 12-13 12-13 11 l/defl >999 >914 n/a L/d 360 240 n/a PLATES MT20 Weight: 77 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 1=0-2-9 Max Grav 11=546(LC 1), 1=544(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-709/0, 3-5=-709/0, 5-6=-1637/0, 6-7=-1637/0, 7-8=-1568/0, 8-9=-1568/0 BOT CHORD 14-15=0/1371, 13-14=0/1637, 12-13=0/1637, 11-12=0/1002 WEBS 2-15=0/941, 3-15=-290/0, 5-15=-732/0, 5-14=0/468, 9-11=-1104/0, 9-12=0/625, 7-12=-293/94 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL24 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382790 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:21 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-BWc8ck5DRT52osILWdf88hjfUvd2NZ9D3b9Ktsy4kzi Scale = 1:26.0 1 2 34 5 6 7 8 9 10 16 15 14 13 12 11 3x4 3x6 3x8 6x8 3x6 3x4 3x4 1.5x3 3x4 3x6 1.5x3 3x4 1.5x3 0-3-11 0-3-11 15-5-15 15-2-4 1-3-0 2-6-0 1-2-4 2-0-0 0-3-11 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.85 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.25 0.02 (loc) 12-13 12-13 11 l/defl >969 >742 n/a L/d 360 240 n/a PLATES MT20 Weight: 79 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 1=0-2-9 Max Grav 11=564(LC 1), 1=562(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-734/0, 3-5=-734/0, 5-6=-1733/0, 6-7=-1733/0, 7-8=-1656/0, 8-9=-1656/0 BOT CHORD 14-15=0/1434, 13-14=0/1733, 12-13=0/1733, 11-12=0/1038 WEBS 2-15=0/974, 3-15=-298/0, 5-15=-774/0, 5-14=0/520, 6-14=-266/0, 9-11=-1143/0, 9-12=0/682, 7-12=-314/95 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL25 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382791 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:22 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-fiAWq45rCmEvQ0tX4LANhvFruJz760BMIEvtPIy4kzh Scale = 1:26.8 1 2 34 5 6 7 8 9 10 16 15 14 13 12 11 3x4 3x6 3x8 6x8 3x6 3x4 3x4 1.5x3 3x4 3x6 1.5x3 3x4 1.5x3 0-3-11 0-3-11 15-11-10 15-7-15 1-3-0 2-6-0 1-7-15 2-0-0 0-3-11 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.86 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.25 0.02 (loc) 12-13 12-13 11 l/defl >967 >748 n/a L/d 360 240 n/a PLATES MT20 Weight: 81 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 1=0-2-9 Max Grav 11=581(LC 1), 1=579(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-756/0, 3-5=-756/0, 5-6=-1859/0, 6-7=-1859/0, 7-8=-1727/0, 8-9=-1727/0 BOT CHORD 14-15=0/1490, 13-14=0/1859, 12-13=0/1859, 11-12=0/1076 WEBS 2-15=0/1003, 3-15=-297/0, 5-15=-811/0, 5-14=0/550, 9-11=-1185/0, 9-12=0/720, 7-12=-368/66 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL26 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382792 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:23 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-7uku1Q6Tz4Mm1ASke2hcE6o1MjJIrTDWWueQxly4kzg Scale = 1:27.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x4 3x6 3x4 3x6 1.5x3 3x4 1.5x3 3x8 6x8 3x6 3x4 3x4 1.5x3 0-3-11 0-3-11 16-5-5 16-1-10 1-3-0 2-6-0 2-1-10 2-0-0 0-3-11 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.86 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.26 0.02 (loc) 12-13 12-13 11 l/defl >968 >757 n/a L/d 360 240 n/a PLATES MT20 Weight: 83 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 1=0-2-9 Max Grav 11=598(LC 1), 1=596(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-776/0, 3-5=-776/0, 5-6=-1987/0, 6-7=-1987/0, 7-8=-1798/0, 8-9=-1798/0 BOT CHORD 14-15=0/1550, 13-14=0/1987, 12-13=0/1987, 11-12=0/1114 WEBS 9-11=-1226/0, 9-12=0/756, 7-12=-425/36, 2-15=0/1030, 3-15=-292/0, 5-15=-856/0, 5-14=0/597 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL27 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382793 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:24 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-b5IHFm75kOUdfJ1wBmCrmKLC87eAawGflYO_TBy4kzf Scale = 1:28.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x4 3x6 4x6 6x8 3x6 3x4 3x4 1.5x3 3x4 3x6 1.5x3 3x4 1.5x3 0-3-11 0-3-11 16-11-0 16-7-5 1-3-0 2-6-0 2-1-5 0-3-11 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.88 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.28 0.02 (loc) 12-13 12-13 11 l/defl >919 >730 n/a L/d 360 240 n/a PLATES MT20 Weight: 84 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 1=0-2-9 Max Grav 11=616(LC 1), 1=614(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-796/0, 3-5=-796/0, 5-6=-2113/0, 6-7=-2113/0, 7-8=-1869/0, 8-9=-1869/0 BOT CHORD 14-15=0/1612, 13-14=0/2113, 12-13=0/2113, 11-12=0/1151 WEBS 2-15=0/1057, 3-15=-287/0, 5-15=-902/0, 5-14=0/652, 9-11=-1267/0, 9-12=0/794, 7-12=-484/6 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL28 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382794 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:24 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-b5IHFm75kOUdfJ1wBmCrmKLEM7eZav3flYO_TBy4kzf Scale = 1:29.2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x4 3x6 3x4 3x6 1.5x3 3x4 1.5x3 4x6 6x8 3x6 3x4 4x6 1.5x3 4x4 1.5x3 0-3-11 0-3-11 17-4-11 17-1-0 1-3-0 2-6-0 0-5-8 2-0-0 0-3-11 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.86 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.24 0.01 (loc) 14 14 12 l/defl >999 >873 n/a L/d 360 240 n/a PLATES MT20 Weight: 89 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=Mechanical, 1=0-2-9 Max Grav 12=633(LC 1), 1=631(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-817/0, 3-5=-817/0, 5-6=-2178/0, 6-7=-2178/0, 7-8=-2242/0, 8-9=-1940/0, 9-10=-1940/0 BOT CHORD 16-17=0/1673, 15-16=0/2242, 14-15=0/2242, 13-14=0/2242, 12-13=0/1189 WEBS 10-12=-1309/0, 10-13=0/830, 8-13=-501/0, 2-17=0/1084, 3-17=-284/0, 5-17=-947/0, 5-16=0/559, 7-16=-475/214 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL29 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382795 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:25 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-3HrfS68kVhcUHTc6lTj4JXtPDW_2JMEp_C7X0dy4kze Scale = 1:29.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x4 3x6 4x6 6x8 3x6 3x4 3x6 1.5x3 3x4 3x6 1.5x3 3x4 1.5x3 3x4 1.5x3 0-3-11 0-3-11 17-6-14 17-3-3 1-3-0 2-6-0 0-7-11 2-0-0 0-3-11 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.84 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.24 0.01 (loc) 14 14 12 l/defl >999 >861 n/a L/d 360 240 n/a PLATES MT20 Weight: 90 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=Mechanical, 1=0-2-9 Max Grav 12=640(LC 1), 1=638(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-826/0, 3-5=-826/0, 5-6=-2214/0, 6-7=-2214/0, 7-8=-2289/0, 8-9=-1967/0, 9-10=-1967/0 BOT CHORD 16-17=0/1696, 15-16=0/2289, 14-15=0/2289, 13-14=0/2289, 12-13=0/1203 WEBS 2-17=0/1096, 3-17=-285/0, 5-17=-962/0, 5-16=0/573, 10-12=-1325/0, 10-13=0/845, 8-13=-521/0, 7-16=-432/177 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL30 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382796 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:26 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-XTP1gS9MF?kLudBIJAEJrlQXSwK22phyCst4Y4y4kzd Scale = 1:28.6 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 4x6 6x8 3x6 3x4 3x6 1.5x3 4x6 6x8 3x6 3x4 3x4 1.5x3 3x4 1.5x3 0-3-11 0-3-11 16-5-7 16-1-12 16-11-14 0-6-7 1-3-0 2-6-0 1-0-3 2-0-1 1-3-0 0-3-11 0-6-7 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [12:0-1-4,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.86 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.25 -0.04 (loc) 17-18 15-16 13 l/defl >999 >819 n/a L/d 360 240 n/a PLATES MT20 Weight: 86 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-2-9, 13=0-3-0 Max Grav 1=621(LC 1), 13=619(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-803/0, 3-5=-803/0, 5-6=-2123/0, 6-7=-2123/0, 7-8=-2161/0, 8-9=-2161/0, 9-11=-905/0, 11-12=-905/0 BOT CHORD 18-19=0/1638, 17-18=0/2161, 16-17=0/2161, 15-16=0/1693 WEBS 2-19=0/1066, 3-19=-282/0, 5-19=-923/0, 5-18=0/536, 12-15=0/1202, 11-15=-395/0, 9-15=-871/0, 9-16=0/614, 7-18=-341/191 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL31 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382797 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:27 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-?fzPto9_0JsCWnmVtumYOyzjFKkcnHz6RWce4Wy4kzc Scale = 1:25.5 1 2 34 5 6 7 8 910 11 12 18 17 16 15 14 13 4x6 6x8 3x6 3x4 3x4 1.5x3 4x6 6x8 3x6 3x4 3x4 1.5x3 0-3-11 0-3-11 14-7-10 14-3-15 15-2-1 0-6-7 1-3-0 2-6-0 2-1-15 2-0-1 2-1-15 2-6-0 0-3-11 0-6-7 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [11:0-1-4,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.58 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.23 -0.02 (loc) 14-15 14-15 12 l/defl >999 >783 n/a L/d 360 240 n/a PLATES MT20 Weight: 75 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-2-9, 12=0-3-0 Max Grav 1=554(LC 1), 12=553(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-716/0, 3-5=-716/0, 5-6=-1734/0, 6-7=-1734/0, 7-8=-1734/0, 8-10=-802/0, 10-11=-802/0 BOT CHORD 16-17=0/1403, 15-16=0/1734, 14-15=0/1447 WEBS 2-17=0/950, 3-17=-276/0, 5-17=-760/0, 5-16=0/494, 11-14=0/1064, 10-14=-370/0, 8-14=-714/0, 8-15=0/460 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL32 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382798 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:28 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-UsXn48Acnc_38xLhQbHnxAVv2k7AWlCFgAMBcyy4kzb Scale = 1:22.5 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 3x8 6x8 3x6 3x4 3x4 1.5x3 3x8 6x8 3x6 3x4 3x4 1.5x3 0-3-11 0-3-11 12-9-13 12-6-2 13-4-4 0-6-7 1-3-0 2-6-0 2-0-2 2-6-0 0-3-11 0-6-7 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [11:0-1-4,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.43 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.14 -0.02 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 68 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-2-9, 12=0-3-0 Max Grav 1=488(LC 1), 12=486(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-628/0, 3-5=-628/0, 5-6=-1333/0, 6-7=-1333/0, 7-8=-1333/0, 8-10=-701/0, 10-11=-701/0 BOT CHORD 16-17=0/1170, 15-16=0/1333, 14-15=0/1201 WEBS 2-17=0/834, 3-17=-271/0, 5-17=-599/0, 5-16=0/345, 11-14=0/931, 10-14=-353/0, 8-14=-552/0, 8-15=0/317 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL33 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382799 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:29 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-y25AIUBEYw6vl5wt_Jo0TN25s8VFFDUOvq5l9Oy4kza Scale = 1:19.4 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 3x6 6x8 3x6 3x6 6x8 3x6 4x4 4x4 1.5x3 4x4 4x4 1.5x3 0-3-11 0-3-11 10-11-15 10-8-4 11-6-6 0-6-7 1-3-0 2-6-0 0-4-0 2-0-4 0-4-0 2-6-0 0-3-11 0-6-7 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [11:0-1-4,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.31 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 -0.01 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 61 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-2-9, 12=0-3-0 Max Grav 1=421(LC 1), 12=419(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-535/0, 3-5=-535/0, 5-6=-989/0, 6-7=-989/0, 7-8=-989/0, 8-10=-595/0, 10-11=-595/0 BOT CHORD 16-17=0/948, 15-16=0/989, 14-15=0/964 WEBS 2-17=0/710, 3-17=-253/0, 11-14=0/790, 10-14=-325/0, 8-14=-407/0, 8-15=-82/299, 7-15=-252/72, 5-17=-457/0, 5-16=-49/334, 6-16=-281/45 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL34 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382800 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:29 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-y25AIUBEYw6vl5wt_Jo0TN26b8UzFDIOvq5l9Oy4kza Scale = 1:17.2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x6 6x8 3x6 3x6 6x8 3x6 3x4 1.5x3 3x4 1.5x3 0-3-11 0-3-11 9-8-6 9-4-11 10-2-13 0-6-7 1-3-0 2-2-0 2-0-11 2-2-0 0-3-11 0-6-7 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.33 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.07 -0.01 (loc) 12-13 12-13 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 53 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-2-9, 10=0-3-0 Max Grav 1=373(LC 1), 10=372(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-459/0, 3-5=-459/0, 5-6=-776/0, 6-8=-514/0, 8-9=-514/0 BOT CHORD 14-15=0/776, 13-14=0/776, 12-13=0/776 WEBS 2-15=0/609, 9-12=0/682, 8-12=-292/0, 6-12=-350/0, 5-15=-392/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL35 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382801 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:30 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-QEfYVpCsJEEmNEU4Y0JF0bbINXrl_ijY7UrIhry4kzZ Scale = 1:16.3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x6 6x8 3x6 3x6 6x8 3x6 3x4 1.5x3 3x4 1.5x3 0-3-11 0-3-11 7-10-9 7-6-14 8-5-0 0-6-7 1-3-0 2-0-14 0-3-11 0-6-7 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.23 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 -0.00 (loc) 13 13 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 45 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-2-9, 10=0-3-0 Max Grav 1=306(LC 1), 10=305(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/0, 3-5=-351/0, 5-6=-516/0, 6-8=-394/0, 8-9=-394/0 BOT CHORD 14-15=0/516, 13-14=0/516, 12-13=0/516 WEBS 2-15=0/466, 9-12=0/523, 5-15=-265/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL36 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382802 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:31 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-uRDwj9CU4XMd?O3G6kqUYo7R6xBMjAuhM8arDHy4kzY Scale = 1:12.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 3x4 6x8 3x6 3x6 6x8 3x6 3x4 1.5x3 0-3-11 0-3-11 6-0-12 5-9-1 6-7-3 0-6-7 1-3-0 1-7-9 0-3-11 0-6-7 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [8:0-1-4,Edge], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.21 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.00 (loc) 14 12 9 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 35 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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=0-2-9, 9=0-3-0 Max Grav 1=240(LC 1), 9=238(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-302/0, 3-5=-309/0, 5-7=-301/0, 7-8=-301/0 BOT CHORD 12-13=0/302, 11-12=0/302 WEBS 2-13=0/401, 8-11=0/400 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL37 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382803 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:31 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-uRDwj9CU4XMd?O3G6kqUYo7VDxDKjB7hM8arDHy4kzY Scale = 1:9.5 1 2 3 4 5 6 7 8 12 11 10 9 3x4 6x8 3x6 3x4 6x8 3x6 0-3-11 0-3-11 4-2-14 3-11-3 4-9-5 0-6-7 1-3-0 1-2-3 0-3-11 0-6-7 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [6:0-3-0,0-0-0], [7:0-1-4,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.08 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 9 9 8 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 26 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-2-9, 8=0-3-0 Max Grav 1=173(LC 1), 8=172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss FL38 Truss Type FLOOR Qty 1 Ply 1 2810531 Job Reference (optional) T26382804 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:32 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-MdmIwVD7rrUUcYeSfRLj50ghDLaMSfOrboKPmjy4kzX Scale = 1:6.9 1 2 3 4 5 9 8 7 6 6x8 3x4 3x6 6x8 3x4 3x6 0-4-0 0-4-0 0-5-8 0-1-8 2-5-1 1-11-9 2-11-8 0-6-7 0-10-4 0-1-8 0-4-0 0-6-7 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [3:0-3-0,Edge], [4:0-1-0,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 19 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-3-0 Max Grav 1=96(LC 1), 5=93(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss HJ52 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 2810531 Job Reference (optional) T26382805 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:38 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-Bn8ZBYItRhFeKT6c0iS7KHwWDmUysNbjzknjzNy4kzR Scale = 1:14.8 1 2 5 3 6 7 4 3x4 7-0-2 7-0-2 -0-8-8 0-8-8 3-9-11 3-9-11 7-0-2 3-2-7 0-4-92-0-60-3-151-8-72-0-62.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.59 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.21 -0.00 0.11 (loc) 2-4 2-4 3 2-4 l/defl >880 >370 n/a >750 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=136(LC 8) Max Uplift 3=-205(LC 8), 2=-328(LC 8), 4=-5(LC 8) Max Grav 3=213(LC 1), 2=391(LC 1), 4=129(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) 3=205, 2=328. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 101 lb up at 4-2-8, and 150 lb down and 101 lb up at 4-2-8 on top chord, and 11 lb down and 19 lb up at 1-4-9, 11 lb down and 19 lb up at 1-4-9 , and 17 lb down at 4-2-8, and 17 lb down at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 6=-18(F=-9, B=-9) December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss HJ52A Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 2810531 Job Reference (optional) T26382806 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:39 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-fziyOuJWC?NVydgoaPzMtUTocApqbnatCOWGVpy4kzQ Scale = 1:14.8 1 2 3 7 6 8 4 9 10 5 3x4 3x4 2x4 3x4 0-2-12 0-2-12 4-0-12 3-9-15 7-2-11 3-1-15 -0-6-2 0-6-2 4-0-12 4-0-12 7-2-11 3-1-15 0-3-122-0-31-8-42-0-32.84 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.68 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 0.01 (loc) 2-7 2-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=137(LC 8) Max Uplift 4=-90(LC 8), 2=-350(LC 8), 5=-165(LC 8) Max Grav 4=93(LC 1), 2=423(LC 1), 5=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-796/481 BOT CHORD 2-7=-554/741, 6-7=-554/741 WEBS 3-6=-783/585 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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=350, 5=165. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 173 lb up at 4-5-14, and 148 lb down and 94 lb up at 4-5-15 on top chord, and 29 lb down and 51 lb up at 1-8-1, 21 lb down and 13 lb up at 1-8-1, and 37 lb down at 4-5-14, and 17 lb down at 4-5-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=-53(B) 9=-32(F=-4, B=-29) 10=-17(B) December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss HJ61 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 2810531 Job Reference (optional) T26382807 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:40 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-7AFKcEJ8yIVManF?77UbQi??6ZG4KD30Q2Gq2Gy4kzP Scale = 1:16.6 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 16 3x4 2x4 4x6 3x4 2x4 4-6-15 4-6-15 8-5-10 3-10-11 4-6-15 4-6-15 8-5-10 3-10-11 0-3-152-7-93.27 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.23 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 0.01 (loc) 1-7 1-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing. REACTIONS. (size)1=0-9-8, 6=Mechanical Max Horz 1=164(LC 8) Max Uplift 1=-329(LC 8), 6=-537(LC 8) Max Grav 1=408(LC 1), 6=691(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-844/542 BOT CHORD 1-7=-648/778, 6-7=-648/778 WEBS 2-6=-774/642 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=329, 6=537. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down and 50 lb up at 1-8-9, 142 lb down and 123 lb up at 3-7-14, 202 lb down and 161 lb up at 5-2-4, and 190 lb down and 208 lb up at 6-1-4, and 81 lb down and 60 lb up at 8-5-10 on top chord, and 19 lb down and 87 lb up at 1-2-9, 2 lb down at 1-8-9, 20 lb down at 3-7-14, 27 lb down at 5-2-4, and 48 lb down at 6-1-4, and 234 lb down and 185 lb up at 8-5-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-30, 1-5=-20 Concentrated Loads (lb) Vert: 6=-234(B) 9=-9(F) 10=-4(B) 11=-83(F) 12=-19(F) 14=-3(F) 15=-3(B) 16=-24(F) December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss HJ62 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 2810531 Job Reference (optional) T26382808 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:41 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-bMpipaKmjcdDCxqBhq0qyvY0yzZ63jL9fi?Naiy4kzO Scale: 1"=1' 1 4 2 5 6 3 3x4 3-5-4 3-4-13 6-2-12 2-9-8 3-5-4 3-5-4 6-2-12 2-9-8 0-4-91-9-61-5-81-9-62.70 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.91 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 -0.00 -0.08 (loc) 1-3 1-3 2 1-3 l/defl >937 >521 n/a >882 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-11-0, 2=Mechanical, 3=Mechanical Max Horz 1=108(LC 8) Max Uplift 1=-242(LC 8), 2=-223(LC 8) Max Grav 1=326(LC 28), 2=219(LC 1), 3=115(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=242, 2=223. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 149 lb up at 4-2-2, and 136 lb down and 77 lb up at 4-2-15 on top chord, and 120 lb down and 87 lb up at 1-6-6, 31 lb down and 60 lb up at 1-8-14, and 27 lb down at 4-2-2, and 14 lb down at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 4=-22(F) 5=20(F=-31) 6=-6(F) December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss HJ71 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 2810531 Job Reference (optional) T26382809 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:42 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-3YN41wLOUwl3p4PNFYX3V74IrNxKo5RJuMlx68y4kzN Scale = 1:19.3 1 2 3 4 5 8 7 6 9 10 11 12 13 3x4 4x6 4x4 3x4 2x4 5-3-15 5-3-15 9-10-1 4-6-2 -0-8-7 0-8-7 5-3-15 5-3-15 9-10-1 4-6-2 0-3-152-7-122.83 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.31 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.05 0.01 (loc) 2-8 2-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-5 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-10-15 Max Horz 2=190(LC 8) Max Uplift 7=-403(LC 8), 2=-487(LC 8) Max Grav 7=530(LC 1), 2=547(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1101/692 BOT CHORD 2-8=-793/1033, 7-8=-793/1033 WEBS 3-7=-1006/764 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=403, 2=487. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 99 lb up at 4-2-8, 149 lb down and 99 lb up at 4-2-8, and 200 lb down and 187 lb up at 7-0-7, and 200 lb down and 187 lb up at 7-0-7 on top chord, and 9 lb down and 48 lb up at 1-4-9, 9 lb down and 48 lb up at 1-4-9, 17 lb down at 4-2-8, 17 lb down at 4-2-8, and 37 lb down at 7-0-7, and 37 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-30, 2-6=-20 Concentrated Loads (lb) Vert: 10=-107(F=-54, B=-54) 11=-19(F=-9, B=-9) 13=-34(F=-17, B=-17) December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss HJ162 Truss Type Diagonal Hip Girder Qty 1 Ply 2 2810531 Job Reference (optional) T26382810 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:37 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-jbaBzDHFgN6njJXQS_xuo3NLvM5k7uOak41ARxy4kzS Scale = 1:27.4 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 3x4 2x4 4x6 3x8 3x4 4x6 5x12 4x4 3x4 6-5-13 6-5-13 8-10-0 2-4-3 13-2-6 4-4-6 16-10-3 3-7-13 6-5-13 6-5-13 8-10-0 2-4-3 13-2-6 4-4-6 16-10-3 3-7-13 0-3-141-8-141.00 12 Plate Offsets (X,Y)-- [1:1-7-10,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.79 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.40 -0.47 0.04 (loc) 1-11 1-11 8 l/defl >499 >424 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. REACTIONS. (size)8=Mechanical, 1=1-11-4 Max Horz 1=100(LC 8) Max Uplift 8=-730(LC 8), 1=-573(LC 4) Max Grav 8=1045(LC 1), 1=823(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4811/3321, 2-4=-2599/1790 BOT CHORD 1-11=-3379/4773, 9-11=-3379/4773, 8-9=-1810/2572 WEBS 2-9=-2228/1592, 4-9=-306/592, 4-8=-2534/1770 NOTES- 1) N/A 2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=730, 1=573. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 51 lb up at 5-11-7, 52 lb down and 81 lb up at 6-8-5, 74 lb down and 109 lb up at 9-1-0, 73 lb down and 118 lb up at 9-3-8, 94 lb down and 154 lb up at 11-10-11, 103 lb down and 161 lb up at 12-2-9, and 116 lb down and 191 lb up at 14-5-14, and 130 lb down and 210 lb up at 15-4-2 on top chord, and 27 lb down and 53 lb up at 4-1-1, 9 lb down at 5-11-7, 12 lb down at 6-8-5, 22 lb down at 9-1-0, 21 lb down at 9-3-8, 31 lb down at 11-10-11, 34 lb down at 12-2-9, and 45 lb down at 14-5-14, and 51 lb down at 15-4-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss HJ162 Truss Type Diagonal Hip Girder Qty 1 Ply 2 2810531 Job Reference (optional) T26382810 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:37 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-jbaBzDHFgN6njJXQS_xuo3NLvM5k7uOak41ARxy4kzS LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-30, 1-7=-20 Concentrated Loads (lb) Vert: 15=-11(B) 16=-45(B) 17=-36(F) 18=-78(B) 20=-89(F) 21=-27(B) 24=-3(B) 25=-13(B) 26=-12(F) 27=-22(B) 28=-25(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 2810531 Truss J42 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382811 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:42 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-3YN41wLOUwl3p4PNFYX3V74ATNzvoAaJuMlx68y4kzN Scale = 1:8.8 1 2 3 4 4x6 3-10-14 3-10-11 -0-6-15 0-6-15 3-10-14 3-10-14 0-3-141-1-120-9-141-1-122.54 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.98 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 180 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 3-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-13, 4=Mechanical Max Horz 2=72(LC 12) Max Uplift 3=-109(LC 12), 2=-203(LC 12) Max Grav 3=115(LC 1), 2=230(LC 1), 4=70(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) except (jt=lb) 3=109, 2=203. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss J52 Truss Type JACK-OPEN Qty 3 Ply 1 2810531 Job Reference (optional) T26382812 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:43 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-YkxSEGM0FDtwRE_apF2I1KdPdnGKXdqS70UUeby4kzM Scale = 1:13.0 1 2 5 3 4 4x6 5-0-0 5-0-0 -0-6-0 0-6-0 5-0-0 5-0-0 0-4-92-0-91-8-62-0-94.00 12 Plate Offsets (X,Y)-- [2:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.77 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: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=137(LC 12) Max Uplift 3=-166(LC 12), 2=-207(LC 12) Max Grav 3=166(LC 17), 2=271(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 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) except (jt=lb) 3=166, 2=207. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss J62 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382813 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:44 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-0xVrRcMe0X?n3OZmMyZXaYAXeBcRG44cLgE1B1y4kzL Scale = 1:11.0 1 2 3 4 56x8 3x4 3x4 5-0-13 5-0-10 -0-6-15 0-6-15 5-0-13 5-0-13 0-3-141-4-121-0-131-4-122.54 12 Plate Offsets (X,Y)-- [2:0-4-7,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.94 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >981 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 SLIDER Left 2x4 SP No.3 1-11-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-13, 5=Mechanical Max Horz 2=91(LC 12) Max Uplift 4=-152(LC 12), 2=-233(LC 12) Max Grav 4=157(LC 1), 2=280(LC 1), 5=93(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; 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) except (jt=lb) 4=152, 2=233. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss J71 Truss Type JACK-OPEN Qty 4 Ply 1 2810531 Job Reference (optional) T26382814 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:44 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-0xVrRcMe0X?n3OZmMyZXaYAdBBZhG0ccLgE1B1y4kzL Scale = 1:16.5 1 2 3 5 6 7 4 4x4 6x8 2x4 7-0-0 7-0-0 -0-6-0 0-6-0 4-8-5 4-8-5 7-0-0 2-3-11 0-3-152-7-150-4-32-3-122-7-154.00 12 Plate Offsets (X,Y)-- [2:0-3-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.51 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 -0.01 0.03 (loc) 2-5 2-5 5 2-5 l/defl >908 >438 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 26 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 6-4-7 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=188(LC 12) Max Uplift 4=-50(LC 12), 2=-258(LC 12), 5=-168(LC 12) Max Grav 4=42(LC 17), 2=362(LC 1), 5=264(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-369/555 BOT CHORD 2-5=-817/441 WEBS 3-5=-518/961 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-0 to 3-6-0, Interior(1) 3-6-0 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) 4 except (jt=lb) 2=258, 5=168. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss J72 Truss Type JACK-OPEN Qty 1 Ply 1 2810531 Job Reference (optional) T26382815 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:45 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-U73DfyNGnr7egY8ywg4m7lilsaw4?XKlaJzbjTy4kzK Scale = 1:13.2 1 2 5 3 4 5x6 6-2-12 6-2-9 -0-6-15 0-6-15 6-2-12 6-2-12 0-3-141-7-111-3-121-7-112.54 12 Plate Offsets (X,Y)-- [2:0-5-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.72 0.43 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >504 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-13, 4=Mechanical Max Horz 2=109(LC 12) Max Uplift 3=-193(LC 12), 2=-263(LC 12) Max Grav 3=199(LC 1), 2=331(LC 1), 4=117(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -0-6-15 to 5-0-15, Exterior(2R) 5-0-15 to 6-2-0 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=193, 2=263. December 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2810531 Truss J92 Truss Type Jack-Open Qty 1 Ply 1 2810531 Job Reference (optional) T26382816 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 27 14:01:45 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WHXFoyvaP?R8?XFPJNXkxWz7L7?-U73DfyNGnr7egY8ywg4m7lilqawe?XKlaJzbjTy4kzK Scale = 1:13.1 1 2 5 3 4 5x6 6-0-0 5-11-13 -0-9-4 0-9-4 6-0-0 6-0-0 0-3-141-7-11-3-31-7-12.54 12 Plate Offsets (X,Y)-- [2:0-5-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.72 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >568 n/a **** L/d 360 180 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-13, 4=Mechanical Max Horz 2=110(LC 12) Max Uplift 3=-182(LC 12), 2=-281(LC 12) Max Grav 3=189(LC 1), 2=337(LC 1), 4=112(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -0-9-4 to 4-10-10, Exterior(2R) 4-10-10 to 5-11-4 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=182, 2=281. December 30,2021 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