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340 2nd St RES21-0371 3 of 3 new single-family home permit6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J210736-R - Wade Residence Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 130 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 90 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: Signature Homes & Development, Inc Project Name: Wade Residence Model: . Subdivision: . Address: 340 2nd. Avenue, . State: FLCity: Atlantic Beach Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Luis A. Pontigo License #: FL PE# 53311 Address: 4745 Sutton Park Court #204, . City: Jacksonville State: FL October 12,2021 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 Manning Building Supplies. 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 T25614950 A01 Date 10/12/212T25614951A0210/12/213T25614952A0310/12/214T25614953A0410/12/215T25614954A0510/12/216T25614955B0110/12/217T25614956B0210/12/218T25614957B0310/12/219T25614958C0110/12/2110T25614959C0210/12/2111T25614960C0310/12/2112T25614961C0410/12/2113T25614962C0510/12/2114T25614963C0610/12/2115T25614964D0110/12/2116T25614965D0210/12/2117T25614966D0310/12/2118T25614967D0410/12/2119T25614968D0510/12/2120T25614969D0610/12/2121T25614970D0710/12/2122T25614971D0810/12/21 No.Seal#Truss Name 23 T25614972 D09 Date 10/12/2124T25614973D1010/12/2125T25614974D1110/12/2126T25614975D11G10/12/2127T25614976D1210/12/2128T25614977D1310/12/2129T25614978D1410/12/2130T25614979D1510/12/2131T25614980D1610/12/2132T25614981F0110/12/2133T25614982F0210/12/2134T25614983F0310/12/2135T25614984F0410/12/2136T25614985F0510/12/2137T25614986F0610/12/2138T25614987F0710/12/2139T25614988F0810/12/2140T25614989F0910/12/2141T25614990F1010/12/2142T25614991F1110/12/2143T25614992F1210/12/2144T25614993F1310/12/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J210736-R - Wade Residence 2 of 2 Site Information: Lot/Block: . Customer Info: Signature Homes & Development, Inc Project Name: Wade Residence Model: . Subdivision: . Address: 340 2nd. Avenue, . State: FLCity: Atlantic Beach No.Seal#Truss Name 45 T25614994 F14 Date 10/12/2146T25614995F1510/12/2147T25614996F1610/12/2148T25614997F1710/12/2149T25614998F1810/12/2150T25614999F1910/12/2151T25615000F2010/12/2152T25615001F2110/12/2153T25615002F2210/12/2154T25615003FG0110/12/2155T25615004FG0210/12/2156T25615005FG0310/12/2157T25615006FG0410/12/2158T25615007FT0110/12/2159T25615008FT0210/12/2160T25615009FT0310/12/2161T25615010FT0410/12/2162T25615011FT0510/12/2163T25615012FT0610/12/2164T25615013G0110/12/2165T25615014G0210/12/2166T25615015G0310/12/2167T25615016J0110/12/2168T25615017J0210/12/2169T25615018J0310/12/2170T25615019J0410/12/2171T25615020J0510/12/2172T25615021J0610/12/2173T25615022J0710/12/2174T25615023J0810/12/2175T25615024J0910/12/2176T25615025J1010/12/2177T25615026J1110/12/2178T25615027J1210/12/2179T25615028J1310/12/2180T25615029J1410/12/2181T25615030J1510/12/2182T25615031J1610/12/2183T25615032J1710/12/2184T25615033J1810/12/2185T25615034J1910/12/2186T25615035J2010/12/2187T25615036J2110/12/2188T25615037J2210/12/2189T25615038J2310/12/2190T25615039J2410/12/21 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 712 =5x14 =8x8 =4x7 =3x10 =3x6 =6x6 =4x7 =4x7 =12x14 =4x7 =6x6 =3x6 =3x10 =4x7 =8x8 =5x14 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 1 15 14 13 16 17 12 18 19 11 20 21 1022 23 24 9 258 26 7 2 6 3 5 4 5-0-13 26-1-3 5-0-13 10-10-11 5-0-13 15-11-8 5-0-13 21 -0-5 5-9-13 5-9-13 5-9-13 31 -11-0 5-0-13 26-1-3 5-0-13 15-11-8 5-0-13 10-10-11 5-0-13 21 -0-5 5-9-13 31 -11-0 5-9-13 5-9-130-4-59-8-0Scale = 1:65 Plate Offsets (X, Y):[1:0-5-4,0-1-11], [7:0-5-4,0-1-11], [10:0-3-0,0-4-4], [12:0-3-0,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL)-0.23 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT)-0.40 10-11 >954 180 BCLL 0.0 *Rep Stress Incr NO WB 0.96 Horz(CT)0.11 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 450 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x6 SP DSS -- 3-3-6, Right 2x6 SP DSS -- 3-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-11-5 oc bracing. REACTIONS (lb/size)1=6628/0-5-8, 7=6500/0-5-8 Max Horiz 1=273 (LC 7) Max Uplift 1=-2954 (LC 8), 7=-2896 (LC 8) Max Grav 1=7879 (LC 14), 7=7720 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-13449/5020, 2-3=-10962/4106, 3-4=-8471/3234, 4-5=-8471/3234, 5-6=-10980/4119, 6-7=-13420/5014 BOT CHORD 1-13=-4216/11663, 12-13=-4216/11663, 10-12=-3327/9571, 9-10=-4211/11432, 7-9=-4211/11432 WEBS 3-12=-1355/3737, 2-13=-912/2485, 2-12=-2509/1080, 4-11=-3063/8231, 3-11=-3522/1421, 5-11=-3547/1439, 5-10=-1375/3765, 6-10=-2459/1060, 6-9=-892/2434 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. Web connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 4-11 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=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 2954 lb uplift at joint 1 and 2896 lb uplift at joint 7. 9)Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-4 from the left end to 29-6-4 to connect truss(es) to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-54, 4-7=-54, 1-7=-20 Concentrated Loads (lb) Vert: 13=-701 (F), 11=-757 (F), 14=-701 (F), 15=-701 (F), 16=-701 (F), 17=-701 (F), 18=-757 (F), 19=-757 (F), 20=-757 (F), 21=-757 (F), 22=-701 (F), 23=-701 (F), 24=-701 (F), 25=-701 (F), 26=-701 (F) Job Truss Truss Type Qty Ply Wade Residence T25614950A01Common Girder 1 2J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:15 Page: 1 ID:XwTlFqp7xdZ6mpc63jxMw7yVYa2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =3x5 =3x5 =3x6 =2x4 =3x6 =5x10 =4x7 =5x10 =3x6 =2x4 =3x5 =3x6 =3x5 13 12 9 8 1 71110 20 23 62 2221 3 5 4 0-2-7 16 -0-11 1-5-9 17 -6-4 1-5-9 15-10-5 6-10 -11 14-4-12 6-10 -11 24-4-15 7-6-1 7-6-1 7-6-1 31 -11-0 2-10 -0 17 -4-8 7-0-7 14 -6-8 7-0-7 24 -4-15 7-6-1 31 -11-0 7-6-1 7-6-10-4-51-2-09-7-5Scale = 1:71.3 Plate Offsets (X, Y):[1:0-2-3,0-1-8], [7:0-2-3,0-1-8], [10:0-3-4,0-2-0], [11:0-3-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL)0.13 13-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT)-0.19 13-16 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.57 Horz(CT)0.08 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 205 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-12,9-7:2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. REACTIONS (lb/size)1=1181/0-5-8, 7=1181/0-5-8 Max Horiz 1=-274 (LC 10) Max Uplift 1=-502 (LC 12), 7=-502 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1960/835, 2-3=-1605/758, 3-4=-1540/890, 4-5=-1540/890, 5-6=-1605/758, 6-7=-1960/835 BOT CHORD 1-13=-610/1637, 12-13=-3/87, 11-12=0/118, 3-11=-277/276, 10-11=-248/1151, 9-10=0/118, 5-10=-277/276, 8-9=-3/87, 7-8=-610/1621 WEBS 4-10=-470/792, 6-8=-76/140, 4-11=-470/811, 2-13=-76/140, 11-13=-615/1586, 8-10=-615/1570, 2-11=-408/295, 6-10=-439/295 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-2-5, Interior (1) 3-2-5 to 15-11-8, Exterior(2R) 15-11-8 to 20-5-11, Interior (1) 20-5-11 to 31-11-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 502 lb uplift at joint 1 and 502 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614951A02Hip11J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:17 Page: 1 ID:MC20Shxj4VfQIjkSOticYwyVYgM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =3x4 =1.5x4 =3x5 =4x7 =5x5 =3x8 =5x5 =3x5 =1.5x4 =3x4 10 9 25 8 7 1 6 17 24 52 18 23 3 19 20 21 22 4 5-4-2 18-7-9 6-4-15 13-3-7 6-4-15 25-0-8 6-10 -8 6-10 -8 6-10-8 31 -11-0 5-2-6 18-5-13 6-4-15 13-3-7 6-6-11 25-0-8 6-10-8 31 -11-0 6-10 -8 6-10 -80-4-58-1-5Scale = 1:56.1 Plate Offsets (X, Y):[3:0-5-4,0-2-0], [4:0-2-8,0-2-1], [6:0-0-1,Edge], [9:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL)-0.11 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT)-0.20 10-13 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.72 Horz(CT)0.08 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 170 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. WEBS T-Brace:2x4 SP No.2 - 3-8 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size)1=1181/0-5-8, 6=1181/0-5-8 Max Horiz 1=229 (LC 11) Max Uplift 1=-502 (LC 12), 6=-502 (LC 12) Max Grav 1=1354 (LC 17), 6=1350 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2208/849, 2-3=-1623/719, 3-4=-1343/684, 4-5=-1607/716, 5-6=-2203/849 BOT CHORD 1-10=-634/2022, 8-10=-634/2022, 7-8=-633/1845, 6-7=-633/1845 WEBS 2-10=0/287, 2-9=-699/362, 3-9=-155/594, 3-8=-137/144, 4-8=-153/551, 5-8=-705/363, 5-7=0/289 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-2-5, Interior (1) 3-2-5 to 13-3-7, Exterior(2R) 13-3-7 to 17-9-9, Interior (1) 17-9-9 to 18-7-9, Exterior(2R) 18-7-9 to 23-1-12, Interior (1) 23-1-12 to 31-11-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 502 lb uplift at joint 1 and 502 lb uplift at joint 6. 8)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614952A03Hip11J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:18 Page: 1 ID:N?TX3vstEpmJ00RoPqa4QxyVY50-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =3x4 =1.5x4 =3x5 =4x7 =3x4 =5x8 =1.5x4 =4x7 =3x4 =3x5 =1.5x4 =3x4 12 11 10 9 8 1 7 19 24 622023 3 21 4 22 5 5-2-15 21 -2-7 5-2-15 15-11-8 5-1-8 10-8-9 5-1-8 26 -3-15 5-7-1 5-7-1 5-7-1 31 -11-0 5-1-3 21 -0-11 5-1-3 15 -11-8 5-3 -4 10 -10 -5 5-3-4 26 -3-15 5-7-1 31 -11-0 5-7-1 5-7-10-4-56-7-5Scale = 1:55 Plate Offsets (X, Y):[3:0-5-4,0-2-0], [5:0-5-4,0-2-0], [7:0-0-1,Edge], [10:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL)0.11 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT)-0.18 10-11 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.31 Horz(CT)0.08 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 177 lb FT = 20% 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 3-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. REACTIONS (lb/size)1=1181/0-5-8, 7=1181/0-5-8 Max Horiz 1=185 (LC 11) Max Uplift 1=-502 (LC 12), 7=-502 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2032/870, 2-3=-1633/767, 3-4=-1521/793, 4-5=-1521/793, 5-6=-1633/767, 6-7=-2032/870 BOT CHORD 1-12=-668/1704, 11-12=-668/1704, 9-11=-428/1348, 8-9=-668/1704, 7-8=-668/1704 WEBS 2-12=0/223, 2-11=-466/287, 3-11=-118/370, 3-10=-123/370, 4-10=-322/213, 5-10=-123/370, 5-9=-118/370, 6-9=-467/287, 6-8=0/223 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-2-5, Interior (1) 3-2-5 to 10-8-9, Exterior(2R) 10-8-9 to 15-2-12, Interior (1) 15-2-12 to 21-2-7, Exterior(2R) 21-2-7 to 25-8-9, Interior (1) 25-8-9 to 31-11-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 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 502 lb uplift at joint 1 and 502 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614953A04Hip11J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:18 Page: 1 ID:1IB4b0?PPVHcSsM66LouvTyVY4q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =3x8 =1.5x4 =5x5 =3x8 =3x4 =1.5x4 =7x10 =3x4 =3x8 =5x5 =1.5x4 =3x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 1 9 12 25 26 27 28 11 29 30 31 32 10 82 17 18 19 20 21 22 734562324 3-10-0 15 -11-8 3-10-0 19-9-8 3-11-12 23-9-5 3-11-12 12-1-8 3-8-6 27-5-10 3-8-6 8-1-11 4-5-6 4-5-6 4-5-6 31 -11-0 7-8-1 15-11-8 7-8-1 23-7-9 8-3-7 31 -11-0 8-3-7 8-3-70-4-55-1-5Scale = 1:54.6 Plate Offsets (X, Y):[1:0-4-0,0-1-5], [3:0-2-8,0-2-1], [7:0-2-8,0-2-1], [9:0-4-0,0-1-5], [11:0-5-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL)0.30 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT)-0.34 10-11 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.71 Horz(CT)0.09 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 193 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 3-7:2x4 SP 2250F 1.9E BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bracing. REACTIONS (lb/size)1=2128/0-5-8, 9=2131/0-5-8 Max Horiz 1=-141 (LC 6) Max Uplift 1=-1436 (LC 8), 9=-1438 (LC 8) Max Grav 1=2294 (LC 13), 9=2298 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4255/2760, 2-3=-4070/2681, 3-4=-3533/2384, 4-5=-4471/3034, 5-6=-4471/3034, 6-7=-3539/2389, 7-8=-4077/2687, 8-9=-4261/2766 BOT CHORD 1-12=-2312/3743, 10-12=-2697/4251, 9-10=-2317/3643 WEBS 3-12=-868/1562, 5-11=-339/309, 7-10=-871/1566, 4-12=-1127/858, 4-11=-198/487, 6-10=-1128/856, 6-11=-188/475, 2-12=-244/235, 8-10=-243/235 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 1436 lb uplift at joint 1 and 1438 lb uplift at joint 9. 8)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 294 lb down and 282 lb up at 8-1-11, and 294 lb down and 282 lb up at 23-9-5 on top chord, and 328 lb down and 148 lb up at 8-1-11, and 328 lb down and 148 lb up at 23-8-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 1-9=-20 Concentrated Loads (lb) Vert: 3=-152 (B), 7=-152 (B), 12=-274 (B), 10=-274 (B), 17=-102 (B), 18=-102 (B), 19=-75 (B), 20=-75 (B), 21=-75 (B), 22=-75 (B), 23=-102 (B), 24=-102 (B), 25=-38 (B), 26=-38 (B), 27=-46 (B), 28=-46 (B), 29=-46 (B), 30=-46 (B), 31=-38 (B), 32=-38 (B) Job Truss Truss Type Qty Ply Wade Residence T25614954A05Hip Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:19 Page: 1 ID:DExWbClIpZ5pvO50kMvRQXyVY3s-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f "Special" indicates special hanger(s) or other connection device(s) required at location(s) shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 912 =3x4 =1.5x4 =3x4 =5x8 =3x6 =3x4 1 13 14 7 15 16 6 2 53 1211 4 1-6-0 -1-6-0 6-3-12 12 -11-13 6-8-1 6-8-1 6-9-1 19 -8-14 9-10-0 19 -8-14 9-10 -14 9-10 -1411-2-120-4-105-0-1110-1-8Scale = 1:66.6 Plate Offsets (X, Y):[2:0-1-13,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL)-0.29 6-7 >801 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT)-0.44 6-7 >537 180 BCLL 0.0 *Rep Stress Incr YES WB 0.45 Horz(CT)0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 117 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS (lb/size)2=814/0-5-8, 6=721/ Mechanical Max Horiz 2=300 (LC 12) Max Uplift 2=-381 (LC 12), 6=-330 (LC 12) Max Grav 2=947 (LC 17), 6=884 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/51, 2-3=-997/349, 3-4=-872/401, 4-5=-188/179, 5-6=-246/217 BOT CHORD 2-7=-373/907, 6-7=-118/441 WEBS 3-7=-383/344, 4-7=-238/848, 4-6=-727/181 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-1 to 1-4-15, Interior (1) 1-4-15 to 12-11-13, Exterior(2R) 12-11-13 to 15-11-13, Interior (1) 15-11-13 to 19-7-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 381 lb uplift at joint 2 and 330 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614955B01Common101J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:20 Page: 1 ID:bXL_q8otP?IOWVSjyJvuriyVYa4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 912 =3x4 =2x4 =7x10 =4x10 =2x4 =5x8 =2x4 =5x8 =5x5 =1.5x4 =2x4 =5x8 =3x6 =5x10 =4x7 =3x61 2 13 12 11 10 3 9 4 8 181714 5 7 6 8-1-0 1-0-8 12-11-13 1-0-8 14 -0-5 1-6-0 -1-6 -0 3-1-12 17 -2-1 3-1-12 11-11-5 4-1-2 8-9-9 4-8-6 4-8-6 2-6-13 19 -8-14 2-6-13 19 -8-14 4-2-14 8-9-9 4-6-10 4-6-10 8-4-8 17-2-111-2-120-4-105-0-117-6-1210-1-80-5-8Scale = 1:76.7 Plate Offsets (X, Y):[3:0-5-0,0-3-4], [11:0-1-8,0-2-12], [12:0-2-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL)0.18 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT)-0.29 12-13 >801 180 BCLL 0.0 *Rep Stress Incr YES WB 0.34 Horz(CT)0.01 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Attic -0.08 11-12 >999 360 Weight: 176 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 *Except* 1-3:2x4 SP No.2 BOT CHORD 2x6 SP DSS *Except* 12-11:2x8 SP No.2 WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. This truss requires both edges of the bottom chord be sheathed in the room area. REACTIONS (lb/size)2=842/0-5-8, 10=777/ Mechanical Max Horiz 2=295 (LC 12) Max Uplift 2=-366 (LC 12), 10=-294 (LC 12) Max Grav 2=909 (LC 18), 10=969 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/51, 2-4=-1259/373, 4-5=-480/270, 5-6=-105/339, 6-7=-78/244, 7-8=-563/297, 8-9=-696/226, 9-10=-1500/437 BOT CHORD 2-13=-420/1120, 12-13=-415/1101, 11-12=-139/547, 10-11=-4/2 WEBS 4-12=0/349, 8-11=-91/207, 5-14=-868/486, 7-14=-868/486, 6-14=-42/78, 9-11=-302/1194, 3-13=-129/453, 3-12=-728/367 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-1 to 1-4-15, Interior (1) 1-4-15 to 12-11-13, Exterior(2R) 12-11-13 to 15-11-13, Interior (1) 15-11-13 to 19-7-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 366 lb uplift at joint 2 and 294 lb uplift at joint 10. 9)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614956B02Attic51J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:20 Page: 1 ID:H6Je5Vuq4zs10zDJ223IJuyVYbF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 912 =4x7 =3x10 =4x10 =7x10 =4x4 =5x5 =3x10 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 1 10 11 12 7 13 14 15 616 5 2 4 3 6-3-12 12-11-13 6-8-1 6-8-1 2-4-11 15 -4-8 2-4-11 15 -4-8 6-3-12 12-11-13 6-8-1 6-8-10-4-108-4-010-1-8Scale = 1:65.1 Plate Offsets (X, Y):[1:0-3-8,0-1-12], [6:0-2-12,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL)0.14 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT)-0.21 7-9 >891 180 BCLL 0.0 *Rep Stress Incr NO WB 0.75 Horz(CT)0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 121 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E *Except* 3-4:2x4 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 *Except* 5-4:2x4 SP 2250F 1.9E OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. WEBS T-Brace:2x4 SP No.2 - 4-5, 4-6, 2-6 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size)1=2235/0-5-8, 5=2197/0-5-8 Max Horiz 1=370 (LC 8) Max Uplift 1=-904 (LC 8), 5=-1082 (LC 8) Max Grav 1=2235 (LC 1), 5=2211 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2718/1075, 2-3=-771/307, 3-4=-674/348, 4-5=-2289/1113 BOT CHORD 1-7=-1111/2190, 6-7=-1111/2190, 5-6=-2/5 WEBS 2-7=-864/2070, 3-6=-272/609, 4-6=-920/1958, 2-6=-2113/1097 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)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 3-06-00 tall by 2-00-00 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 904 lb uplift at joint 1 and 1082 lb uplift at joint 5. 7)Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-9-12 from the left end to 13-3-12 to connect truss(es) to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-54, 3-4=-54, 1-5=-20 Concentrated Loads (lb) Vert: 10=-472 (F), 11=-472 (F), 12=-472 (F), 13=-472 (F), 14=-472 (F), 15=-472 (F), 16=-472 (F) Job Truss Truss Type Qty Ply Wade Residence T25614957B03Common Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:21 Page: 1 ID:Azo4eUPylD61Nsv0hUH1i0yVZgI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 1612 =4x7 =3x4 =4x4 =3x4 =4x7 14 13 12 11 10 91 2 8 3 7 4 6 5 0-4-3 13 -7-13 0 -4-3 -0-4-3 0-10 -3 0-10 -3 0-10-3 13 -3-10 5-9-10 12 -5-7 5-9-10 6-7-13 13-3-108-10-70-5-130-3-80-3-81-3-151-7-77-2-158-10-7Scale = 1:58.4 Plate Offsets (X, Y):[1:0-4-2,0-2-0], [9:0-4-2,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.16 Horiz(TL)0.01 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 95 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 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 6-0-0 oc bracing. WEBS T-Brace:2x4 SP No.2 - 5-12 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size)1=89/14-0-0, 9=89/14-0-0, 10=204/14-0-0, 11=136/14-0-0, 12=128/14-0-0, 13=136/14-0-0, 14=204/14-0-0, 15=89/14-0-0, 18=89/14-0-0 Max Horiz 1=328 (LC 11), 15=328 (LC 11) Max Uplift 1=-142 (LC 10), 9=-104 (LC 11), 10=-255 (LC 12), 11=-217 (LC 12), 13=-217 (LC 12), 14=-255 (LC 12), 15=-142 (LC 10), 18=-104 (LC 11) Max Grav 1=183 (LC 18), 9=179 (LC 12), 10=286 (LC 18), 11=226 (LC 18), 12=167 (LC 12), 13=229 (LC 17), 14=280 (LC 17), 15=183 (LC 18), 18=179 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-336/286, 3-4=-165/176, 4-5=-157/186, 5-6=-157/186, 6-7=-121/120, 7-9=-336/282 BOT CHORD 1-14=-233/294, 13-14=-233/294, 12-13=-233/294, 11-12=-233/294, 10-11=-233/294, 9-10=-233/294 WEBS 5-12=-194/119, 4-13=-277/297, 3-14=-300/306, 6-11=-277/297, 7-10=-300/306 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-4-3 to 3-4-3, Exterior(2N) 3-4-3 to 7-0-0, Corner(3R) 7-0-0 to 10-0-0, Exterior(2N) 10-0-0 to 13-7-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 1, 104 lb uplift at joint 9, 217 lb uplift at joint 13, 255 lb uplift at joint 14, 217 lb uplift at joint 11, 255 lb uplift at joint 10, 142 lb uplift at joint 1 and 104 lb uplift at joint 9. 11)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614958C01Common Supported Gable 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:21 Page: 1 ID:dMpjoErSk3xnYvb?qx?yuHyVZ9S-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 1612 =3x4 =1.5x4 =4x4 =3x8 =1.5x4 =3x4 6 51 42 3 0-4-3 13-7-13 0-4-3 -0-4-3 3-5-3 3-5-3 3-5-4 13-3-10 3-2-9 6-7-13 3-2-10 9-10-6 6-7-13 6-7-13 6-7-13 13-3-100-5-139-4-4Scale = 1:59.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL)-0.04 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT)-0.07 6-12 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.64 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 83 lb FT = 20% 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 10-0-0 oc bracing. REACTIONS (lb/size)1=492/0-5-8, 5=492/0-5-8 Max Horiz 1=-347 (LC 10) Max Uplift 1=-209 (LC 12), 5=-209 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-515/265, 2-3=-572/374, 3-4=-572/374, 4-5=-515/265 BOT CHORD 1-6=-154/434, 5-6=-86/313 WEBS 3-6=-461/711, 2-6=-333/296, 4-6=-333/296 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 3-4-3, Interior (1) 3-4-3 to 7-0-0, Exterior(2R) 7-0-0 to 10-0-0, Interior (1) 10-0-0 to 13-7-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 lb uplift at joint 1 and 209 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614959C02Common51J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:21 Page: 1 ID:O9pA2n98rl5E2k0onhxpPYyVZ93-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 1612 6 12=3x4 =1.5x4 =3x6 =4x4 =5x8 =3x6 =1.5x4 =3x4 1 5 68 7 2 4 3 0-4-3 -0-4-3 0-4-3 13-7-13 3-1-15 9-9-12 3-1-15 6-7-13 3-5-14 13 -3-10 3-5-14 3-5-14 0-1-5 13-3-10 0-1-5 0-1-5 3-1-15 9-9-12 3-1-15 6-7-13 3-4-9 13-2-5 3-4-9 3-5-140-5-139-4-43-3-4Scale = 1:57.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL)0.02 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT)-0.03 7-8 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.14 Horz(CT)0.05 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 83 lb FT = 20% 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 10-0-0 oc bracing. REACTIONS (lb/size)1=475/0-5-8, 5=475/0-5-8 Max Horiz 1=-348 (LC 10) Max Uplift 1=-202 (LC 12), 5=-202 (LC 12) Max Grav 1=480 (LC 18), 5=480 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-801/289, 2-3=-564/244, 3-4=-631/244, 4-5=-813/289 BOT CHORD 1-8=-228/751, 7-8=-229/736, 6-7=-61/528, 5-6=-74/535 WEBS 3-7=-263/730, 2-7=-353/288, 4-7=-353/288, 4-6=-13/145, 2-8=-13/145 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-6-15 to 3-10-1, Interior (1) 3-10-1 to 7-0-0, Exterior(2R) 7-0-0 to 10-1-15, Interior (1) 10-1-15 to 13-5-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 1 and 202 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614960C03Scissor181J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:22 Page: 1 ID:pNik52V9ozewtoVFvaE3NOyVZRz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 1612 6 12 =5x8 =3x4 =3x6 =3x6 =4x4 =5x8 =3x6 =3x6 =3x4 =5x8 1 11 102 12181317 1416 3 9 15 19 20 4 8 5 7 6 0-4-3 -0-4-3 0-4-3 13 -7-13 0-10-3 13 -3-10 0-10-3 0-10-3 2-7-10 3-5-14 2-7-10 12 -5-7 3-1-15 9-9-12 3-1-15 6-7-13 0-1-5 13 -3-10 0-1-5 0-1-5 3-1-15 9-9-12 3-1-15 6-7-13 3-4-9 13-2-5 3-4-9 3-5-148-10-70-5-133-3-40-5-30-5-31-2-41-7-77-2-158-10-7Scale = 1:58.5 Plate Offsets (X, Y):[1:0-4-0,0-3-1], [11:0-4-0,0-3-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL)0.03 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT)-0.04 15-16 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.15 Horz(CT)0.06 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 98 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 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 (lb/size)1=475/0-5-8, 11=475/0-5-8 Max Horiz 1=-329 (LC 10) Max Uplift 1=-202 (LC 12), 11=-202 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-866/288, 3-4=-874/413, 4-5=-552/137, 5-6=-570/264, 6-7=-639/264, 7-8=-697/141, 8-9=-863/413, 9-11=-874/288 BOT CHORD 1-18=-227/815, 17-18=-258/877, 16-17=-204/786, 15-16=-231/824, 14-15=-117/606, 13-14=-70/601, 12-13=-166/627, 11-12=-107/603 WEBS 6-15=-318/808, 4-19=-383/289, 15-19=-395/298, 15-20=-395/298, 8-20=-383/289, 8-13=-211/295, 4-17=-211/295, 5-19=-128/143, 16-19=-87/112, 3-18=-156/147, 7-20=-128/143, 14-20=-87/112, 9-12=-156/147 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-6-15 to 3-10-1, Interior (1) 3-10-1 to 7-0-0, Exterior(2R) 7-0-0 to 10-1-15, Interior (1) 10-1-15 to 13-5-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Bearing at joint(s) 1, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 1 and 202 lb uplift at joint 11. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614961C04Scissor21J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:22 Page: 1 ID:pNik52V9ozewtoVFvaE3NOyVZRz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 1612 =4x7 =3x4 =4x4 =3x4 =4x7 14 13 12 11 10 91 2 8 73 64 5 0-2-11 13 -6-5 0-4-3 -0-4-3 0-10 -3 0-10 -3 0-11-11 13 -3-10 5-8-2 12 -3-15 5-9-10 6-7-13 13 -3-108-10-70-5-130-2-00-3-80-3-81-3-151-7-70-2-01-9-77-0-158-10-7Scale = 1:58.4 Plate Offsets (X, Y):[1:0-4-2,0-2-0], [9:0-4-2,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.16 Horiz(TL)0.01 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 95 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 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 6-0-0 oc bracing. WEBS T-Brace:2x4 SP No.2 - 5-12 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size)1=89/13-10-8, 9=83/13-10-8, 10=202/13-10-8, 11=137/13-10-8, 12=126/13-10-8, 13=136/13-10-8, 14=204/13-10-8, 15=89/13-10-8, 18=83/13-10-8 Max Horiz 1=330 (LC 11), 15=330 (LC 11) Max Uplift 1=-141 (LC 10), 9=-109 (LC 11), 10=-254 (LC 12), 11=-217 (LC 12), 13=-217 (LC 12), 14=-255 (LC 12), 15=-141 (LC 10), 18=-109 (LC 11) Max Grav 1=183 (LC 18), 9=183 (LC 12), 10=285 (LC 18), 11=227 (LC 18), 12=168 (LC 12), 13=229 (LC 17), 14=280 (LC 17), 15=183 (LC 18), 18=183 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-336/286, 3-4=-166/175, 4-5=-159/187, 5-6=-159/187, 6-7=-121/119, 7-9=-335/281 BOT CHORD 1-14=-235/297, 13-14=-235/297, 12-13=-235/297, 11-12=-235/297, 10-11=-235/297, 9-10=-235/297 WEBS 5-12=-195/120, 4-13=-277/297, 3-14=-300/306, 6-11=-277/297, 7-10=-301/306 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-4-3 to 3-4-3, Exterior(2N) 3-4-3 to 7-0-0, Corner(3R) 7-0-0 to 10-0-0, Exterior(2N) 10-0-0 to 13-6-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 1, 109 lb uplift at joint 9, 217 lb uplift at joint 13, 255 lb uplift at joint 14, 217 lb uplift at joint 11, 254 lb uplift at joint 10, 141 lb uplift at joint 1 and 109 lb uplift at joint 9. 11)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614962C05Common Supported Gable 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:22 Page: 1 ID:IBRgjGlmYdcJkdt2RiaD26yVZQM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 1612 =3x4 =1.5x4 =4x4 =3x8 =1.5x4 =3x4 6 1 5 2 4 3 0-2-11 13-6-5 0-4-3 -0-4-3 3-5-3 13-3-10 3-5-4 3-5-4 3-2-10 6-7-13 3-2-10 9-10-7 6-7-13 13 -3-10 6-7-13 6-7-130-5-139-4-4Scale = 1:59.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL)-0.04 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT)-0.07 6-12 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.64 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 83 lb FT = 20% 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 10-0-0 oc bracing. REACTIONS (lb/size)1=492/0-5-8, 5=492/ Mechanical Max Horiz 1=-347 (LC 10) Max Uplift 1=-209 (LC 12), 5=-209 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-515/265, 2-3=-572/374, 3-4=-572/374, 4-5=-515/265 BOT CHORD 1-6=-154/434, 5-6=-86/313 WEBS 3-6=-461/711, 2-6=-333/296, 4-6=-333/296 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 3-4-3, Interior (1) 3-4-3 to 7-0-0, Exterior(2R) 7-0-0 to 10-0-0, Interior (1) 10-0-0 to 13-7-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 lb uplift at joint 1 and 209 lb uplift at joint 5. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614963C06Common71J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:23 Page: 1 ID:02rkTwXrkOeqN_izUvqNPWyVZVp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x10 =4x10 =1.5x4 =6x12 =4x4 =7x10 =1.5x4 =4x10 =3x10 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 10 12 13 9 14 15 16 17 8 18 19 7 6 1 2 3 4 11 5 0-0-12 16-2-0 3-11-12 3-11-12 4-0-14 12 -0-6 4-0-14 16-1-4 3-11-12 7-11-8 0-2-8 16-2-0 3-11-2 15-11-8 3-11-12 3-11-12 8-0-10 12 -0-63-5-01-5-20-5-80-5-82-11-83-5-0Scale = 1:38.3 Plate Offsets (X, Y):[8:0-2-4,0-4-12], [9:0-5-12,0-4-4] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL)0.24 8-9 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT)-0.36 8-9 >528 180 BCLL 0.0 *Rep Stress Incr NO WB 0.76 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 100 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 *Except* 10-1:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-1 oc bracing. REACTIONS (lb/size)7=2297/ Mechanical, 10=2088/0-5-8 Max Horiz 10=72 (LC 4) Max Uplift 7=-1164 (LC 4), 10=-1066 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3576/1795, 2-3=-3564/1830, 3-4=-2514/1278, 4-5=-2514/1278, 5-7=-2011/1034, 1-10=-1916/972 BOT CHORD 9-10=-196/223, 8-9=-1337/2541, 7-8=-17/29, 6-7=0/0 WEBS 2-9=-128/164, 3-9=-585/1137, 1-9=-1664/3358, 5-8=-1595/3142, 4-8=-170/188, 3-8=-34/139 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1164 lb uplift at joint 7 and 1066 lb uplift at joint 10. 9)Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 6-0-12 from the left end to 19-4-12 to connect truss(es) to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-43, 3-5=-43, 6-10=-16 Concentrated Loads (lb) Vert: 12=-431 (F), 13=-431 (F), 14=-431 (F), 15=-431 (F), 16=-431 (F), 17=-431 (F), 18=-431 (F), 19=-431 (F) Job Truss Truss Type Qty Ply Wade Residence T25614964D01Half Hip Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:23 Page: 1 ID:wmNjsuyVojHPpAmWRvL0iEyUZZl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =1.5x4 =3x4 =3x4 =2x4 1 6 5 2 10 3 11 4 1-6-0 -1-6-0 5-9-8 12 -4-8 6-7-0 6-7-0 5-9-8 12 -4-8 6-7-0 6-7-03-9-40-3-143-5-0Scale = 1:29.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL)0.07 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT)-0.13 6-9 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.58 Horz(CT)0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 54 lb FT = 20% 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 5-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-10 oc bracing. REACTIONS (lb/size)2=541/0-5-8, 5=447/ Mechanical Max Horiz 2=169 (LC 8) Max Uplift 2=-278 (LC 8), 5=-210 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-1016/614, 3-4=-67/7, 4-5=-122/197 BOT CHORD 2-6=-754/964, 5-6=-754/964 WEBS 3-6=0/271, 3-5=-981/758 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 12-2-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 278 lb uplift at joint 2 and 210 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614965D02Jack-Closed 4 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:23 Page: 1 ID:jmWaaRNyPnvrDBqXqc?XRqyUZbn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =1.5x4 =3x4 =2x4 =3x4 1 6 5 2 10 3 11 4 1-6-0 -1-6-0 0-4-8 12 -4-8 5-5-8 12 -0-0 6-6-8 6-6-8 5-10 -0 12 -4-8 6-6-8 6-6-83-8-20-3-143-3-143-3-14Scale = 1:31.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL)0.07 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT)-0.12 6-9 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.59 Horz(CT)0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 54 lb FT = 20% 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 5-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-0 oc bracing. REACTIONS (lb/size)2=541/0-5-8, 5=447/ Mechanical Max Horiz 2=169 (LC 8) Max Uplift 2=-278 (LC 8), 5=-210 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-1022/576, 3-4=-68/6, 4-5=-124/180 BOT CHORD 2-6=-706/970, 5-6=-706/970 WEBS 3-6=0/271, 3-5=-985/711 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 12-2-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 278 lb uplift at joint 2 and 210 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614966D03Half Hip 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:24 Page: 1 ID:z1dqb8uxH_Jltocor8HdhuyUZb6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =1.5x4 =3x4 =4x4 =5x5 =1.5x4 1 7 6 2 11 3 4 5 1-6-0 -1-6-0 2-4-8 12 -4-8 4-5-8 10-0-0 5-6-8 5-6-8 5-6-8 5-6-8 6-10-0 12-4-83-2-20-3-142-9-142-9-14Scale = 1:30.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL)-0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT)-0.13 6-7 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.30 Horz(CT)0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 56 lb FT = 20% 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 5-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. REACTIONS (lb/size)2=541/0-5-8, 6=447/ Mechanical Max Horiz 2=143 (LC 8) Max Uplift 2=-286 (LC 8), 6=-222 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-1120/794, 3-4=-1134/889, 4-5=-30/0, 5-6=-59/66 BOT CHORD 2-7=-902/1068, 6-7=-330/316 WEBS 4-7=-659/865, 4-6=-451/499, 3-7=-278/356 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 10-0-0, Exterior(2E) 10-0-0 to 12-2-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 2 and 222 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614967D04Half Hip 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:24 Page: 1 ID:VN6IXQIdW7T3Lte8HZNMWryUZab-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =5x12 =1.5x4 =5x5 =1.5x4 1 6 5 2 10 11 3 12 4 1-6-0 -1-6-0 4-4-8 12-4-8 8-0-0 8-0-0 4-2-12 12 -4-8 8-1-12 8-1-122-8-20-3-142-3-142-3-14Scale = 1:30.2 Plate Offsets (X, Y):[2:0-3-12,Edge], [3:0-6-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL)0.18 6-9 >810 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT)-0.27 6-9 >542 180 BCLL 0.0 *Rep Stress Incr YES WB 0.29 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 51 lb FT = 20% 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 4-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-13 oc bracing. REACTIONS (lb/size)2=541/0-5-8, 5=447/ Mechanical Max Horiz 2=120 (LC 8) Max Uplift 2=-295 (LC 8), 5=-231 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-803/610, 3-4=-20/17, 4-5=-109/134 BOT CHORD 2-6=-658/744, 5-6=-660/758 WEBS 3-6=-32/305, 3-5=-832/721 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 8-0-0, Exterior(2E) 8-0-0 to 12-2-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint 2 and 231 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614968D05Half Hip 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:24 Page: 1 ID:k69iPVPHOucnwFqtJy1TOlyUZaS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =5x12 =1.5x4 =3x5 =3x4 1 6 5 2 10 3 11 12 4 1-6-0 -1-6-0 6-0-0 6-0-0 6-4-8 12-4-8 6-1-12 6-1-12 6-2-12 12 -4-82-2-20-3-141-9-141-9-14Scale = 1:30.2 Plate Offsets (X, Y):[3:0-6-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL)0.09 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT)-0.11 6-9 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.63 Horz(CT)0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 52 lb FT = 20% 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 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-8 oc bracing. REACTIONS (lb/size)2=541/0-5-8, 5=447/ Mechanical Max Horiz 2=97 (LC 8) Max Uplift 2=-306 (LC 8), 5=-238 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-1039/810, 3-4=-99/91, 4-5=-174/211 BOT CHORD 2-6=-837/986, 5-6=-837/1000 WEBS 3-6=0/269, 3-5=-934/782 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 6-0-0, Exterior(2R) 6-0-0 to 10-2-15, Interior (1) 10-2-15 to 12-2-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 lb uplift at joint 2 and 238 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614969D06Half Hip 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:24 Page: 1 ID:cuPDFsSnS76DOt8eYo6PYbyUZaO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x5 =3x4 =4x10 =2x4 =5x10 =1.5x4 =3x6 =3x4 Special Special NAILED 1 2 8 11 7 6 3 4 5 1-6-0 -1-6-0 4-2-4 8-2-4 4-0-0 4-0-0 4-2-4 12 -4-8 4-0-8 8-2-4 4-1-12 4-1-12 4-2-4 12 -4-81-8-20-3-141-3-141-3-14Scale = 1:30.5 Plate Offsets (X, Y):[2:0-4-0,Edge], [3:0-6-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL)0.12 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT)-0.18 7-8 >820 180 BCLL 0.0 *Rep Stress Incr NO WB 0.41 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 64 lb FT = 20% 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 3-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-9 oc bracing. REACTIONS (lb/size)2=894/0-5-8, 6=624/0-5-8 Max Horiz 2=75 (LC 21) Max Uplift 2=-506 (LC 4), 6=-331 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=-2554/1275, 3-4=-1917/1005, 4-5=-1917/1005, 5-6=-526/306 BOT CHORD 2-8=-1243/2462, 7-8=-1273/2542, 6-7=-92/164 WEBS 3-8=-195/526, 5-7=-937/1800, 4-7=-226/216, 3-7=-641/353 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 331 lb uplift at joint 6 and 506 lb uplift at joint 2. 8)"NAILED" indicates Girder: 3-16d (0.162" x 3.5") toe- nails per NDS guidelines. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb down and 99 lb up at 4-0-0 on top chord, and 84 lb down and 26 lb up at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-54, 3-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 3=-78 (B), 8=-72 (B), 11=-385 (B) Job Truss Truss Type Qty Ply Wade Residence T25614970D07Half Hip Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:25 Page: 1 ID:OhPgVQlTZoGgujYRVY2G3syUZa?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =1.5x4 =4x4 =3x4 =3x6 1 6 2 14 5 4151716 3 1-6-0 -1-6-0 5-6-1 12-10-1 7-4-0 7-4-0 0-5-0 7-9-0 5-1-1 12 -10 -1 7-4-0 7-4-02-6-20-3-140-9-52-1-14Scale = 1:30.9 Plate Offsets (X, Y):[5:0-2-0,0-1-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL)0.08 6-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT)-0.14 6-13 >645 180 BCLL 0.0 *Rep Stress Incr YES WB 0.04 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 47 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Right 2x4 SP No.2 -- 2-0-0 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 (lb/size)2=306/0-5-8, 5=184/ Mechanical, 6=337/0-3-8 Max Horiz 2=56 (LC 8) Max Uplift 2=-192 (LC 12), 5=-108 (LC 9), 6=-118 (LC 8) Max Grav 2=306 (LC 1), 5=214 (LC 22), 6=337 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-238/274, 3-5=-240/268 BOT CHORD 2-6=-213/227, 5-6=-213/227 WEBS 3-6=-180/204 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 7-4-0, Exterior(2R) 7-4-0 to 10-4-0, Interior (1) 10-4-0 to 12-10-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 108 lb uplift at joint 5, 192 lb uplift at joint 2 and 118 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614971D08Common61J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:25 Page: 1 ID:wucjph_KMldad9QjQo_t5nyUZg9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =1.5x4 =4x7 =3x4 =3x65 1 4 13 3141615 2 5-6-1 12-10-1 7-4-0 7-4-0 0-5-0 7-9-0 5-1-1 12-10-1 7-4-0 7-4-00-3-140-9-52-1-14Scale = 1:27.3 Plate Offsets (X, Y):[1:0-4-8,Edge], [4:0-4-4,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL)0.09 5-8 >937 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT)-0.15 5-8 >582 180 BCLL 0.0 *Rep Stress Incr YES WB 0.04 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 44 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Right 2x4 SP No.2 -- 2-0-0 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 (lb/size)1=229/0-5-8, 4=179/ Mechanical, 5=352/0-5-8 Max Horiz 1=35 (LC 8) Max Uplift 1=-107 (LC 12), 4=-106 (LC 9), 5=-135 (LC 8) Max Grav 1=229 (LC 1), 4=213 (LC 22), 5=352 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-235/250, 2-4=-238/247 BOT CHORD 1-5=-193/225, 4-5=-194/225 WEBS 2-5=-188/211 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-4-0, Exterior(2R) 7-4-0 to 10-4-0, Interior (1) 10-4-0 to 12-10-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 107 lb uplift at joint 1, 106 lb uplift at joint 4 and 135 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614972D09Common21J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:25 Page: 1 ID:vzrJ9oQfU0ADxFL_Q0qhLAyUZv5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 3 12 =2x5 =2x5 =1.5x4 =3x4 =1.5x4 =3x4 5 4 1 9 2 10 3 0-5-0 7-9-0 3-0-12 7-4-0 4-3-4 4-3-4 3-5-12 7-9-0 4-3-4 4-3-40-3-142-1-14Scale = 1:25.5 Plate Offsets (X, Y):[1:0-0-12,Edge], [3:0-2-0,0-0-8] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL)0.02 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT)-0.03 5-8 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.10 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 32 lb FT = 20% 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-1 oc bracing. REACTIONS (lb/size)1=225/ Mechanical, 4=225/0-5-8 Max Horiz 1=71 (LC 8) Max Uplift 1=-89 (LC 8), 4=-108 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-475/448, 2-3=-29/11, 3-4=-56/96 BOT CHORD 1-5=-533/454, 4-5=-533/454 WEBS 2-5=-6/135, 2-4=-478/561 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 89 lb uplift at joint 1 and 108 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614973D10Common11J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:26 Page: 1 ID:vzrJ9oQfU0ADxFL_Q0qhLAyUZv5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =1.5x4 =3x4 =3x4 =2x4 1 7 6 5 2 11 3 12 4 1-6-0 -1-6-0 0-0-12 15-0-0 7-0-8 14-11-4 7-10 -12 7-10 -12 0-2-8 15 -0-0 6-10-12 14 -9-8 7-10 -12 7-10 -124-4-150-3-144-0-11Scale = 1:36.9 Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL)0.11 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT)-0.19 7-10 >923 180 BCLL 0.0 *Rep Stress Incr YES WB 0.87 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 66 lb FT = 20% 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 4-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-10 oc bracing. REACTIONS (lb/size)2=508/0-5-8, 6=438/ Mechanical Max Horiz 2=159 (LC 8) Max Uplift 2=-252 (LC 8), 6=-204 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-1012/493, 3-4=-68/4, 4-6=-118/155 BOT CHORD 2-7=-607/960, 6-7=-607/960, 5-6=0/0 WEBS 3-7=0/262, 3-6=-973/613 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 14-9-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 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 252 lb uplift at joint 2 and 204 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614974D11Monopitch41J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:26 Page: 1 ID:E8DMFnWMgSVilX3xpGEQCLyUZeB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x8 =3x10 =3x5 =6x6 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 2 10 11 12 13 7 14 15 16 17 6 5 3 4 1-6-0 -1-6-0 0-0-12 15-0-0 7-0-8 14 -11-4 7-10-12 7-10-12 0-2-8 15 -0-0 6-10 -12 14 -9-8 7-10-12 7-10-124-4-150-3-144-0-11Scale = 1:38.3 Plate Offsets (X, Y):[2:0-5-9,0-1-8] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL)0.19 7-9 >939 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT)-0.28 7-9 >626 180 BCLL 0.0 *Rep Stress Incr NO WB 0.88 Horz(CT)0.03 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 78 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-5 oc bracing. WEBS T-Brace:2x4 SP No.2 - 3-6 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size)2=1249/0-5-8, 6=1300/ Mechanical Max Horiz 2=160 (LC 4) Max Uplift 2=-670 (LC 4), 6=-681 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=-3048/1491, 3-4=-98/13, 4-6=-120/98 BOT CHORD 2-7=-1540/2941, 6-7=-1540/2941, 5-6=0/0 WEBS 3-7=-546/1189, 3-6=-2993/1564 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 670 lb uplift at joint 2 and 681 lb uplift at joint 6. 7)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 8)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 (lb/ft) Vert: 1-4=-43, 2-5=-16 Concentrated Loads (lb) Vert: 10=-201 (F), 11=-201 (F), 12=-201 (F), 13=-201 (F), 14=-201 (F), 15=-201 (F), 16=-200 (F), 17=-200 (F) Job Truss Truss Type Qty Ply Wade Residence T25614975D11GMonopitch Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:26 Page: 1 ID:7_ZaMONWjaZUNbZn0NXJ7XyUZd3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =1.5x4 =3x4 =3x4 =1.5x4 1 6 5 2 10 3 11 4 1-6-0 -1-6-0 5-11-2 12 -11-5 7-0-2 7-0-2 0-5-4 12-11-5 0-5-8 7-0-2 5-5-15 12-6-1 6-6-10 6-6-103-10-150-3-143-6-11Scale = 1:33.4 Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL)0.05 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT)-0.09 6-9 >953 180 BCLL 0.0 *Rep Stress Incr YES WB 0.05 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 57 lb FT = 20% 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=250/0-5-8, 5=133/0-3-8, 6=441/12-2-5 Max Horiz 2=141 (LC 8) Max Uplift 2=-144 (LC 8), 5=-73 (LC 8), 6=-189 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-98/17, 3-4=-51/10, 4-5=-95/139 BOT CHORD 2-6=-66/124, 5-6=-62/43 WEBS 3-5=-34/50, 3-6=-300/299 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 12-9-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 2, 73 lb uplift at joint 5 and 189 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614976D12Monopitch Supported Gable 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:26 Page: 1 ID:nXiEmlWYKMSYiVpDDM7CASyUZV8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =3x4 =1.5x4 =3x4 =6x6 =2x4 1 14137 6 5 2 11 3 12 4 1-6-0 -1-6-0 0-0-8 10-10 -7 4-11-15 10-9-15 5-9-15 5-9-15 0-2-4 10 -10 -7 4-10-3 10-8-3 5-9-15 5-9-153-4-90-3-140-0-103-0-5Scale = 1:32.6 Plate Offsets (X, Y):[2:0-1-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL)0.14 7-10 >908 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT)0.12 7-10 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.36 Horz(CT)-0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 48 lb FT = 20% 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 5-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-10-2 oc bracing. REACTIONS (lb/size)2=484/0-3-8, 6=393/ Mechanical Max Horiz 2=151 (LC 8) Max Uplift 2=-414 (LC 8), 6=-338 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-857/1629, 3-4=-61/25, 4-6=-105/153 BOT CHORD 2-7=-1727/814, 6-7=-1727/814, 5-6=0/0 WEBS 3-7=-513/231, 3-6=-827/1739 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 10-8-3 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 414 lb uplift at joint 2 and 338 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614977D13Monopitch61J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:27 Page: 1 ID:cIE3RhqIuX2Df64zY23XYDyUZTS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =1.5x4 =3x4 =3x4 =1.5x4 1 13 7 6 5 2 11 3 12 4 1-6-0 -1-6-0 5-0-7 10-10-7 5-9-15 5-9-15 1-8-5 5-9-15 4-1-11 4-1-11 5-0-7 10-10-73-4-110-3-143-0-7Scale = 1:29.5 Plate Offsets (X, Y):[2:0-3-4,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL)0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT)0.03 7-10 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.07 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 48 lb FT = 20% 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=253/0-3-8, 5=153/6-10-8, 6=358/6-10-8, 7=113/0-3-8 Max Horiz 2=152 (LC 8) Max Uplift 2=-217 (LC 8), 5=-80 (LC 8), 6=-151 (LC 8), 7=-114 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-85/74, 3-4=-58/6, 4-5=-104/158 BOT CHORD 2-7=-158/89, 6-7=-69/34, 5-6=-69/34 WEBS 3-6=-305/375, 3-5=-17/53 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 10-8-11 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 2, 151 lb uplift at joint 6, 80 lb uplift at joint 5 and 114 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614978D14Monopitch Structural Gable 2 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:27 Page: 1 ID:k42PkxB6qlqzGjNkJLcZmYyUZT_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 3 12 =3x6 =3x4 =3x4 =3x4 =6x6 =1.5x4 8 10 7 6 5 1 2 9 3 4 1-6-0 -1-6-0 0-0-8 6-10 -8 3-4-12 6-10 -0 3-5-4 3-5-4 0-2-4 6-10-8 3-3-0 6-8-4 3-5-4 3-5-43-0-51-3-130-11-50-3-80-3-82-8-133-0-5Scale = 1:30.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL)0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT)0.02 6-7 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.14 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 40 lb FT = 20% 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. REACTIONS (lb/size)6=234/ Mechanical, 8=344/0-5-8 Max Horiz 8=139 (LC 12) Max Uplift 6=-214 (LC 12), 8=-292 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-257/614, 3-4=-39/15, 4-6=-73/132, 2-8=-318/646 BOT CHORD 7-8=-223/94, 6-7=-709/226, 5-6=0/0 WEBS 3-7=-266/103, 3-6=-261/819, 2-7=-510/237 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 2-5-8 to 5-5-8, Interior (1) 5-5-8 to 10-8-3 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 292 lb uplift at joint 8 and 214 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614979D15Monopitch41J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:27 Page: 1 ID:_L8gmei4izFswK9?Ktte?cyUZSJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 3 12 =4x7 =3x4 =1.5x4 =1.5x4 1 4 2 3 1-6-0 -1-6-0 1-11-5 1-11-5 2-6-2 4-5-7 4-5-71-5-140-3-141-1-100-3-80-3-80-6-30-9-11Scale = 1:20.2 Plate Offsets (X, Y):[2:0-0-4,0-1-12], [2:Edge,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 18 lb FT = 20% 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 4-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=348/4-5-7, 4=177/4-5-7, 5=348/4-5-7 Max Horiz 2=99 (LC 8), 5=99 (LC 8) Max Uplift 2=-304 (LC 8), 4=-105 (LC 8), 5=-304 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-49/36, 3-4=-106/241 BOT CHORD 2-4=-53/38 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-6-7 to 1-5-9, Exterior(2N) 1-5-9 to 4-3-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 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 3-06-00 tall by 2-00-00 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 304 lb uplift at joint 2, 105 lb uplift at joint 4 and 304 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614980D16Monopitch Supported Gable 2 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:27 Page: 1 ID:S4lu6c71SjfudiKktj?sw?yUZRm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 3x6 FP 3x6 FP =3x6 =1.5x4 =1.5x4 =3x8 =4x4 =4x4 =3x4 =1.5x4 =3x5 =1.5x4 =1.5x4 =3x5 =1.5x4 =3x5 =3x5 =3x6 33 32 31 30 29 28 27 26 25 24 23 22 21 20 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 1-3-0 2-0-0 2-2-0 0-10 -140-10 -14 1-9-12 11-11-4 11-11-4 17 -4-4 29 -3-81-8-01-8-0Scale = 1:50.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL)-0.15 22-23 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT)-0.19 22-23 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.03 20 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 166 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(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 6-0-0 oc bracing. REACTIONS (lb/size)20=852/0-5-8, 27=1831/0-5-8, 33=511/0-5-8 Max Grav 20=875 (LC 7), 27=1831 (LC 1), 33=589 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-33=-40/0, 19-20=-37/0, 1-2=0/0, 2-3=-741/0, 3-4=-987/110, 4-5=-987/110, 5-6=-987/110, 6-7=-468/469, 7-8=0/1171, 8-9=0/1171, 9-10=-658/26, 10-11=-1663/0, 11-13=-1663/0, 13-14=-2229/0, 14-15=-2229/0, 15-16=-1998/0, 16-17=-1998/0, 17-18=-1222/0, 18-19=0/0 BOT CHORD 32-33=0/484, 31-32=0/960, 30-31=-110/987, 29-30=-282/810, 27-29=-642/124, 26-27=-367/60, 25-26=0/1238, 24-25=0/1986, 23-24=0/2229, 22-23=0/2229, 21-22=0/1685, 20-21=0/737 WEBS 8-27=-88/0, 2-33=-727/0, 7-27=-984/0, 2-32=0/408, 7-29=0/648, 3-32=-348/74, 6-29=-689/0, 3-31=-233/51, 6-30=0/614, 4-31=-69/109, 5-30=-360/0, 18-20=-1107/0, 18-21=0/770, 17-21=-736/0, 17-22=0/483, 16-22=-199/22, 9-27=-1329/0, 9-26=0/996, 10-26=-961/0, 10-25=0/697, 11-25=-111/0, 13-25=-549/0, 15-22=-425/22, 13-24=0/591, 14-24=-302/0, 15-23=-122/71 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614981F01Floor81J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:28 Page: 1 ID:dr8i8xbfFr9A1VVe7tlfRSyUYMl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =3x6 =1.5x4 =1.5x4 =3x6 14 13 12 11 10 9 1 2 3 4 5 6 7 8 1-3-0 2-0-0 0-11-80-11-8 12 -2-0 12 -2-01-8-01-8-0Scale = 1:26.1 Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL)-0.05 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT)-0.06 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.01 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 71 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(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 (lb/size)9=524/0-5-8, 14=524/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-30/0, 8-9=-30/0, 1-2=0/0, 2-3=-679/0, 3-4=-993/0, 4-5=-993/0, 5-6=-993/0, 6-7=-679/0, 7-8=0/0 BOT CHORD 13-14=0/433, 12-13=0/906, 11-12=0/993, 10-11=0/906, 9-10=0/433 WEBS 2-14=-651/0, 7-9=-651/0, 2-13=0/390, 7-10=0/390, 3-13=-361/0, 6-10=-361/0, 3-12=0/303, 6-11=0/303, 4-12=-197/0, 5-11=-197/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614982F02Floor31J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:28 Page: 1 ID:arR0zVrvloGQWUSdDjc2fOyUYL7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 3x6 FP 3x6 FP=1.5x4 =1.5x4 =3x6 =1.5x4 =1.5x4 =1.5x4 =3x5 =3x6 =3x6 =3x6 =1.5x4 =1.5x4 =3x6 30 29 28 27 26 25 24 23 22 21 20 19 18 311 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0-1-8 2-0-02-4-4 0-10 -140-10-141-3-0 11-11-4 26 -3-8 14 -4-4 14 -4-41-8-01-8-0Scale = 1:46.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [31:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL)-0.09 28-29 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT)-0.11 28-29 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT)0.03 18 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 148 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(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 6-0-0 oc bracing. REACTIONS (lb/size)18=540/0-5-8, 23=1633/0-5-8, 30=685/0-5-0 Max Grav 18=603 (LC 7), 23=1633 (LC 1), 30=711 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-30=-34/0, 17-18=-40/0, 1-2=-1/0, 2-3=-952/0, 3-4=-1486/0, 4-5=-1486/0, 5-6=-1290/0, 6-7=-1290/0, 7-8=-571/26, 8-9=0/958, 9-10=0/958, 10-12=-553/300, 12-13=-1041/4, 13-14=-1041/4, 14-15=-1041/4, 15-16=-763/0, 16-17=0/0 BOT CHORD 29-30=0/597, 28-29=0/1287, 27-28=0/1486, 26-27=0/1486, 24-26=0/1014, 23-24=-288/111, 22-23=-453/219, 21-22=-145/880, 20-21=-4/1041, 19-20=0/998, 18-19=0/496 WEBS 9-23=-87/0, 10-23=-957/0, 16-18=-745/0, 10-22=0/622, 16-19=0/425, 12-22=-641/0, 15-19=-373/24, 12-21=0/562, 15-20=-180/82, 13-21=-355/0, 14-20=-80/91, 2-30=-895/0, 2-29=0/564, 3-29=-532/0, 3-28=0/361, 4-28=-215/0, 8-23=-1106/0, 8-24=0/783, 7-24=-751/0, 7-26=0/465, 6-26=-104/88, 5-26=-498/0, 5-27=-31/100 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614983F03Floor11J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:29 Page: 1 ID:?nlHRbv51rLx3?BYNCBhDxyUYJl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 3x6 FP 3x6 FP =1.5x4 =1.5x4 =3x6 =4x4 =4x4 =3x3 =3x3 =1.5x4 =1.5x4 =3x3 =1.5x4 =3x5 =3x4 =4x7 =4x7 =3x3 =4x7 =4x4 =4x4 =4x4 =4x4 =1.5x4 =1.5x4 =3x3 =3x3 =3x4 =3x4 =3x6 =3x3 30 29 28 27 26 25 24 23 22 21 20 19 18 311 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0-1-8 2-0-0 2-3-6 0-10 -140-11-121-3-0 12-6-12 26 -3-8 13 -8-12 13 -8-121-8-01-8-0Scale = 1:46.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [21:0-1-8,Edge], [31:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL)-0.10 19-20 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.47 Vert(CT)-0.14 19-20 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.04 18 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 148 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(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, Except: 6-0-0 oc bracing: 23-24,22-23. REACTIONS (lb/size)18=960/0-3-8, 23=2648/0-5-8, 30=1069/0-5-0 Max Grav 18=1025 (LC 7), 23=2648 (LC 1), 30=1126 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-30=-56/0, 17-18=-63/0, 1-2=-2/0, 2-3=-1498/0, 3-4=-2286/0, 4-5=-2286/0, 5-6=-2066/0, 6-7=-2066/0, 7-8=-1017/65, 8-9=0/1496, 9-10=0/1496, 10-12=-859/252, 12-13=-1836/0, 13-14=-1836/0, 14-15=-1836/0, 15-16=-1316/0, 16-17=0/0 BOT CHORD 29-30=0/940, 28-29=0/2011, 27-28=0/2286, 26-27=0/2286, 24-26=0/1678, 23-24=-359/320, 22-23=-528/250, 21-22=0/1444, 20-21=0/1836, 19-20=0/1727, 18-19=0/843 WEBS 9-23=-146/0, 10-23=-1590/0, 10-22=0/1053, 12-22=-1047/0, 12-21=0/876, 13-21=-491/0, 16-18=-1267/0, 16-19=0/750, 15-19=-653/0, 15-20=-135/250, 14-20=-202/85, 2-30=-1409/0, 2-29=0/886, 3-29=-815/0, 3-28=0/482, 4-28=-278/0, 8-23=-1729/0, 8-24=0/1219, 7-24=-1154/0, 7-26=0/689, 6-26=-134/150, 5-27=-41/186, 5-26=-772/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614984F04Floor61J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:29 Page: 1 ID:G0eEiEhNsVKIfMmlsVJdYRyUYG9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =3x6 =3x3 =3x3 =3x3 20 19 18 17 16 15 14 13 12 11 21 1 2 3 4 5 6 7 8 9 10 0-1-8 1-0-4 12-0-0 12-0-01-8-01-8-0Scale = 1:27.9 Plate Offsets (X, Y):[1:Edge,0-0-12], [21:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)n/a -n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 63 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(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 (lb/size)11=52/12-0-0, 12=156/12-0-0, 13=145/12-0-0, 14=147/12-0-0, 15=147/12-0-0, 16=147/12-0-0, 17=147/12-0-0, 18=146/12-0-0, 19=154/12-0-0, 20=46/12-0-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-44/0, 10-11=-47/0, 1-2=-2/0, 2-3=0/0, 3-4=0/0, 4-5=0/0, 5-6=0/0, 6-7=0/0, 7-8=0/0, 8-9=0/0, 9-10=0/0 BOT CHORD 19-20=0/0, 18-19=0/0, 17-18=0/0, 16-17=0/0, 15-16=0/0, 14-15=0/0, 13-14=0/0, 12-13=0/0, 11-12=0/0 WEBS 2-19=-140/0, 3-18=-133/0, 4-17=-133/0, 5-16=-133/0, 6-15=-133/0, 7-14=-134/0, 8-13=-132/0, 9-12=-142/0, 2-20=0/3 NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614985F05Floor Supported Gable 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:29 Page: 1 ID:EOZhNs_wMa8UqOj4QhCxiIyUYDC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610=3x3 =3x6 =3x3 =3x3 =3x3 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1-0-4 19-4-6 19-4-61-8-01-8-0Scale = 1:35.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)n/a -n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 98 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)17=11/19-4-6, 18=121/19-4-6, 19=152/19-4-6, 20=145/19-4-6, 21=147/19-4-6, 22=147/19-4-6, 23=147/19-4-6, 24=147/19-4-6, 25=147/19-4-6, 26=147/19-4-6, 27=147/19-4-6, 28=147/19-4-6, 29=147/19-4-6, 30=145/19-4-6, 31=156/19-4-6, 32=52/19-4-6 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-32=-47/0, 16-17=-10/0, 1-2=0/0, 2-3=0/0, 3-4=0/0, 4-5=0/0, 5-6=0/0, 6-7=0/0, 7-8=0/0, 8-9=0/0, 9-10=0/0, 10-11=0/0, 11-12=0/0, 12-13=0/0, 13-14=0/0, 14-15=0/0, 15-16=0/0 BOT CHORD 31-32=0/0, 30-31=0/0, 29-30=0/0, 28-29=0/0, 27-28=0/0, 26-27=0/0, 25-26=0/0, 24-25=0/0, 23-24=0/0, 22-23=0/0, 21-22=0/0, 20-21=0/0, 19-20=0/0, 18-19=0/0, 17-18=0/0 WEBS 2-31=-142/0, 3-30=-132/0, 4-29=-134/0, 5-28=-133/0, 6-27=-133/0, 7-26=-133/0, 8-25=-133/0, 9-24=-133/0, 10-23=-133/0, 11-22=-133/0, 12-21=-134/0, 13-20=-132/0, 14-19=-138/0, 15-18=-110/0, 2-32=0/0 NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614986F06Floor Supported Gable 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:30 Page: 1 ID:fEnFZiDTejfeETEwbuZdWWyUYCu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610=3x3 =3x6 =4x4 =4x4 =3x3 =3x5 =1.5x4 =3x3 =3x3 =1.5x4 =1.5x4 =3x3 =3x3 =3x5 =1.5x4 =3x3 =4x4 =4x4 =3x6 =3x3 20 19 18 17 16 15 14 13 1 2 3 4 5 6 7 8 9 10 11 12 1-3-0 1-5-0 17-5-0 17-5-01-8-01-8-0Scale = 1:32.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL)-0.12 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(CT)-0.17 16-17 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT)0.04 13 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 102 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(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 (lb/size)13=944/0-5-8, 20=944/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-37/0, 12-13=-37/0, 1-2=0/0, 2-3=-1340/0, 3-4=-2218/0, 4-5=-2218/0, 5-6=-2614/0, 6-7=-2614/0, 7-8=-2614/0, 8-9=-2218/0, 9-10=-2218/0, 10-11=-1340/0, 11-12=0/0 BOT CHORD 19-20=0/798, 18-19=0/1860, 17-18=0/2476, 16-17=0/2614, 15-16=0/2476, 14-15=0/1860, 13-14=0/798 WEBS 11-13=-1199/0, 2-20=-1199/0, 11-14=0/861, 2-19=0/861, 10-14=-824/0, 3-19=-824/0, 10-15=0/553, 9-15=-93/0, 3-18=0/553, 4-18=-93/0, 8-15=-397/0, 5-18=-397/0, 8-16=-80/450, 5-17=-80/450, 6-17=-230/0, 7-16=-230/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614987F07Floor21J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:30 Page: 1 ID:?T6ZBDUGTUQWtsw8uWznP9yUYCY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =4x7 =5x8 =4x7 =4x7 =4x4 =4x4 =4x7 =4x7 =5x8 =4x7 THA426 THA426 THA426 20 19 18 17 16 15 14 13 1 2 21 3 4 5 6 7 8 9 10 11 12 1-3-0 1-5-0 17-5-0 17-5-01-8-01-8-0Scale = 1:32.4 Plate Offsets (X, Y):[7:0-3-0,Edge], [13:Edge,0-1-8], [16:0-1-8,Edge], [17:0-1-8,Edge], [20:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL)-0.15 17-18 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT)-0.21 17-18 >985 360 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT)0.06 13 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 125 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(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 (lb/size)13=1129/0-5-8, 20=1738/0-3-8 Max Grav 13=1129 (LC 1), 20=1790 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-19/18, 12-13=-42/0, 1-2=0/0, 2-3=-2496/0, 3-4=-3784/0, 4-5=-3784/0, 5-6=-3789/0, 6-7=-3789/0, 7-8=-3789/0, 8-9=-2957/0, 9-10=-2957/0, 10-11=-1720/0, 11-12=0/0 BOT CHORD 19-20=0/1638, 18-19=0/3357, 17-18=0/3917, 16-17=0/3789, 15-16=0/3368, 14-15=0/2412, 13-14=0/1001 WEBS 11-13=-1470/0, 2-20=-2406/0, 11-14=0/1114, 2-19=0/1388, 10-14=-1073/0, 3-19=-1357/0, 10-15=0/820, 9-15=-138/0, 3-18=0/643, 4-18=-312/0, 8-15=-633/0, 5-18=-200/20, 8-16=0/989, 5-17=-612/0, 6-17=0/395, 7-16=-637/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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)Use Simpson Strong-Tie THA426 (8-16d Girder, 6-16d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-3-12 from the left end to 5-3-12 to connect truss(es) to back face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 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 (lb/ft) Vert: 13-20=-10, 1-12=-100 Concentrated Loads (lb) Vert: 2=-326 (B), 4=-326 (B), 21=-326 (B) Job Truss Truss Type Qty Ply Wade Residence T25614988F08Floor Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:30 Page: 1 ID:FkCqDw0ELhrQXSiPv2EteDyUYBt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =8x14 =12x14 =5x8 =6x6 =6x8 =5x8 =8x8 =7x10 =6x8 =1.5x4 18 17 16 15 14 13 12 11 10 19123456789 0-3-0 1-10 -0 1-7-8 0-1-8 1-3-0 1-7-8 0-3-0 0-3-0 15-8-8 15-11-81-8-01-8-0Scale = 1:32.2 Plate Offsets (X, Y):[18:0-11-0,Edge], [19:0-1-8,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL)-0.10 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT)-0.22 14-15 >837 360 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT)0.05 10 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 141 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(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 (lb/size)10=2239/0-5-0, 18=3901/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-77/0, 9-10=-91/0, 1-2=0/0, 2-3=-5931/0, 3-4=-6884/0, 4-5=-6834/0, 5-6=-5703/0, 6-7=-5703/0, 7-8=-3392/0, 8-9=0/0 BOT CHORD 17-18=0/5015, 16-17=0/5015, 15-16=0/6745, 14-15=0/6834, 13-14=0/6834, 12-13=0/6834, 11-12=0/4772, 10-11=0/1975 WEBS 8-10=-2906/0, 8-11=0/2141, 7-11=-2086/0, 7-12=0/1370, 6-12=-202/105, 5-12=-1797/0, 5-13=0/475, 2-17=-26/4, 2-18=-6285/0, 2-16=0/1315, 3-16=-1231/0, 3-15=0/591, 4-15=-549/329, 4-14=-477/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)The Fabrication Tolerance at joint 18 = 7% 4)Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-18=-10, 1-2=-100, 2-9=-240 Concentrated Loads (lb) Vert: 2=-2491 Job Truss Truss Type Qty Ply Wade Residence T25614989F09Floor Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:31 Page: 1 ID:6yTU_AAyttkOLa9ZhMQ4jGyUY7o-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =1.5x4 =3x6 =3x4 =3x4 =3x3 =3x5 =1.5x4 =3x3 =1.5x4 =1.5x4 =3x3 =3x5 =1.5x4 =3x3 =3x4 =3x4 =3x6 =3x3 18 17 16 15 14 13 12 11 19 1 2 3 4 5 6 7 8 9 10 0-1-8 2-5-8 1-3-0 15-11-8 15-11-81-8-01-8-0Scale = 1:30.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [19:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL)-0.13 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(CT)-0.16 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT)0.03 11 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 92 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(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 (lb/size)11=864/0-5-8, 18=858/0-5-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-34/0, 10-11=-38/0, 1-2=-1/0, 2-3=-1205/0, 3-4=-1943/0, 4-5=-1943/0, 5-6=-2169/0, 6-7=-1943/0, 7-8=-1943/0, 8-9=-1205/0, 9-10=0/0 BOT CHORD 17-18=0/726, 16-17=0/1659, 15-16=0/2169, 14-15=0/2169, 13-14=0/2169, 12-13=0/1659, 11-12=0/727 WEBS 2-18=-1089/0, 2-17=0/760, 3-17=-721/0, 3-16=0/439, 4-16=-133/96, 9-11=-1092/0, 9-12=0/759, 8-12=-720/0, 8-13=0/439, 7-13=-134/95, 5-16=-585/0, 6-13=-585/0, 6-14=-114/155, 5-15=-114/155 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614990F10Floor41J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:31 Page: 1 ID:6eqmlol7JXp_9QvACgBBvUyUY0b-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610=3x3 =3x6 =4x4 =4x7 =3x3 =1.5x4 =3x3 =3x5 =1.5x4 =3x3 =3x3 =3x3 =3x6 =3x3 14 13 12 11 10 9 1 2 3 4 5 6 7 8 1-3-0 2-5-4 12 -2-4 12 -2-41-8-01-8-0Scale = 1:24.4 Plate Offsets (X, Y):[13:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL)-0.18 11-12 >807 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT)-0.23 11-12 >610 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT)0.01 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 73 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(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 (lb/size)9=657/0-5-8, 14=657/ Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-88/0, 8-9=-36/0, 1-2=0/0, 2-3=-1102/0, 3-4=-1102/0, 4-5=-1288/0, 5-6=-1288/0, 6-7=-847/0, 7-8=0/0 BOT CHORD 13-14=0/531, 12-13=0/1102, 11-12=0/1102, 10-11=0/1140, 9-10=0/542 WEBS 7-9=-814/0, 2-14=-798/0, 7-10=0/485, 2-13=0/862, 3-13=-479/0, 6-10=-465/0, 6-11=0/229, 5-11=-259/0, 4-11=-82/357, 4-12=-217/0 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 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614991F11Floor21J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:31 Page: 1 ID:mrFIEbKISnJOMYQLNh1vj6yUY_Y-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =1.5x4 =3x6 =3x3 =3x3 =3x3 =3x5 =1.5x4 =3x3 =1.5x4 =1.5x4 =3x3 =3x3 =3x3 =3x3 =3x6 =1.5x4 =1.5x4 16 15 14 13 12 11 10 17 18 1 2 3 4 5 6 7 8 9 0-1-8 1-9-8 0-1-8 1-3-0 13 -11-0 13 -11-01-8-01-8-0Scale = 1:29.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [17:0-1-8,0-0-12], [18:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL)-0.09 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(CT)-0.12 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.02 10 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 81 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(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 (lb/size)10=745/0-5-0, 16=745/0-5-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-33/0, 9-10=-33/0, 1-2=-1/0, 2-3=-1012/0, 3-4=-1580/0, 4-5=-1580/0, 5-6=-1627/0, 6-7=-1627/0, 7-8=-1006/0, 8-9=-1/0 BOT CHORD 15-16=0/626, 14-15=0/1377, 13-14=0/1627, 12-13=0/1627, 11-12=0/1379, 10-11=0/626 WEBS 8-10=-938/0, 8-11=0/604, 7-11=-593/0, 2-16=-939/0, 2-15=0/612, 3-15=-580/0, 3-14=0/313, 4-14=-166/30, 5-14=-320/129, 7-12=0/517, 6-12=-253/0, 5-13=-145/63 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614992F12Floor81J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:32 Page: 1 ID:d2Wy0rU0_zCMAftW9?D6o8yUXwT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =3x6 =3x3 =3x3 24 23 22 21 20 19 18 17 16 15 14 13 25 26 1 2 3 4 5 6 7 8 9 10 11 12 0-1-8 0-1-8 1-0-4 13 -11-0 13 -11-01-8-01-8-0Scale = 1:28.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [25:0-1-8,0-0-12], [26:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 13 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 73 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(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 6-0-0 oc bracing. REACTIONS (lb/size)13=-7/13-11-0, 14=120/13-11-0, 15=152/13-11-0, 16=145/13-11-0, 17=147/13-11-0, 18=147/13-11-0, 19=147/13-11-0, 20=147/13-11-0, 21=147/13-11-0, 22=146/13-11-0, 23=155/13-11-0, 24=46/13-11-0 Max Uplift 13=-7 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=-44/0, 12-13=0/7, 1-2=-2/0, 2-3=0/0, 3-4=0/0, 4-5=0/0, 5-6=0/0, 6-7=0/0, 7-8=0/0, 8-9=0/0, 9-10=0/0, 10-11=0/0, 11-12=0/0 BOT CHORD 23-24=0/0, 22-23=0/0, 21-22=0/0, 20-21=0/0, 19-20=0/0, 18-19=0/0, 17-18=0/0, 16-17=0/0, 15-16=0/0, 14-15=0/0, 13-14=0/0 WEBS 2-23=-140/0, 3-22=-133/0, 4-21=-133/0, 5-20=-133/0, 6-19=-133/0, 7-18=-133/0, 8-17=-134/0, 9-16=-132/0, 10-15=-138/0, 11-14=-109/0, 2-24=0/3 NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 13. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614993F13Floor Supported Gable 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:32 Page: 1 ID:bKKiPDyvV8RBCFdmlwuUCfyUXua-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =3x3 =3x3 =3x6 24 23 22 21 20 19 18 17 16 15 14 13 25 26 1 2 3 4 5 6 7 8 9 10 11 12 0-1-8 0-1-8 1-0-4 13-11-0 13-11-01-8-01-8-0Scale = 1:28.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [25:0-1-8,0-0-12], [26:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 73 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(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 6-0-0 oc bracing. REACTIONS (lb/size)13=75/13-11-0, 14=253/13-11-0, 15=239/13-11-0, 16=240/13-11-0, 17=240/13-11-0, 18=240/13-11-0, 19=240/13-11-0, 20=241/13-11-0, 21=238/13-11-0, 22=249/13-11-0, 23=196/13-11-0, 24=-11/13-11-0 Max Uplift 24=-11 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=0/10, 12-13=-70/0, 1-2=0/0, 2-3=0/0, 3-4=0/0, 4-5=0/0, 5-6=0/0, 6-7=0/0, 7-8=0/0, 8-9=0/0, 9-10=0/0, 10-11=0/0, 11-12=-3/0 BOT CHORD 23-24=0/0, 22-23=0/0, 21-22=0/0, 20-21=0/0, 19-20=0/0, 18-19=0/0, 17-18=0/0, 16-17=0/0, 15-16=0/0, 14-15=0/0, 13-14=0/0 WEBS 11-14=-225/0, 10-15=-212/0, 9-16=-214/0, 8-17=-213/0, 7-18=-213/0, 6-19=-213/0, 5-20=-214/0, 4-21=-211/0, 3-22=-222/0, 2-23=-174/0, 11-13=0/5 NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 24. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614994F14Floor Supported Gable 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:32 Page: 1 ID:6clL4cd6QMMkEnQJgOgvUzyUYDg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =1.5x4 =1.5x4 =3x6 =4x4 =4x4 =3x6 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x6 =1.5x4 =4x4 =4x4 =3x6 =1.5x4 =1.5x4 16 15 14 13 12 11 10 9 17 18 1 2 3 4 5 6 7 8 0-1-8 1-8-81-8-8 0-1-8 1-3-0 2-0-0 13 -11-0 13 -11-01-8-01-8-0Scale = 1:31.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [12:0-1-8,Edge], [13:0-1-8,Edge], [17:0-1-8,0-0-12], [18:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL)-0.13 13-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.51 Vert(CT)-0.16 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.03 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 81 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(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 (lb/size)9=1220/0-5-0, 16=1220/0-5-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-54/0, 8-9=-54/0, 1-2=-2/0, 2-3=-1658/0, 3-4=-2689/0, 4-5=-2689/0, 5-6=-2689/0, 6-7=-1658/0, 7-8=-2/0 BOT CHORD 15-16=0/1025, 14-15=0/2280, 13-14=0/2280, 12-13=0/2689, 11-12=0/2280, 10-11=0/2280, 9-10=0/1025 WEBS 2-16=-1536/0, 7-9=-1536/0, 2-15=0/1006, 7-10=0/1006, 3-15=-960/0, 6-10=-960/0, 3-14=-67/111, 6-11=-67/111, 3-13=0/805, 6-12=0/805, 4-13=-323/0, 5-12=-323/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614995F15Floor81J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:32 Page: 1 ID:DIS_5c9GNhZ7gyW?RP_?yzyUYEG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610=3x3 =3x6 =3x3 =3x3 =1.5x4 =1.5x4 =3x3 =3x3 =3x6 =3x3 10 9 8 7 1 2 3 4 5 6 1-3-0 2-3-0 8-0-0 8-0-01-8-01-8-0Scale = 1:22.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL)-0.03 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(CT)-0.04 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 48 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(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 (lb/size)7=426/ Mechanical, 10=426/ Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-59/0, 6-7=-59/0, 1-2=0/0, 2-3=-512/0, 3-4=-512/0, 4-5=-512/0, 5-6=0/0 BOT CHORD 9-10=0/317, 8-9=0/512, 7-8=0/317 WEBS 5-7=-476/0, 2-10=-476/0, 5-8=0/340, 2-9=0/340, 3-9=-210/0, 4-8=-210/0 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 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614996F16Floor31J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:33 Page: 1 ID:f2MXG8rSeO4PsJej46_b4HyUYC5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610=3x3 =3x6 =3x6 =3x3 =3x3 =3x6 =3x6 =3x3 8 7 6 5 1 2 3 4 1-3-0 2-3-3 5-9-3 5-9-31-8-01-8-0Scale = 1:22.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL)-0.01 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(CT)-0.01 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 40 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=303/ Mechanical, 8=303/ Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-52/18, 4-5=-52/18, 1-2=0/0, 2-3=-246/0, 3-4=0/0 BOT CHORD 7-8=0/246, 6-7=0/246, 5-6=0/246 WEBS 2-8=-353/0, 3-5=-353/0, 3-6=0/42, 2-7=0/42 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 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614997F17Floor71J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:33 Page: 1 ID:Io_LeGUW7f_yT0_DK9ho_xyUXtu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610=3x3 =3x6 =3x6 =3x3 =3x3 =3x6 =3x6 =3x3 8 7 6 5 1 2 3 4 1-3-0 2-3-3 5-9-3 5-9-31-4-01-4-0Scale = 1:20.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL)-0.01 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(CT)-0.01 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 35 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=303/ Mechanical, 8=303/ Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-52/17, 4-5=-52/17, 1-2=0/0, 2-3=-314/0, 3-4=0/0 BOT CHORD 7-8=0/314, 6-7=0/314, 5-6=0/314 WEBS 2-8=-403/0, 3-5=-403/0, 2-7=0/42, 3-6=0/42 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 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25614998F18Floor31J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:33 Page: 1 ID:UBgwWqq4XGWzqJ7cz2BN7ryUXtS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610=3x6 =3x6 =3x6 =1.5x4 =1.5x4 =3x6 =3x6 =3x6 THA426 THA426 8 7 6 5 1 2 9 3 4 1-3-0 2-4-0 5-7-0 5-7-01-8-01-8-0Scale = 1:29.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL)-0.01 6-7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(CT)-0.02 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT)0.01 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 42 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=885/ Mechanical, 8=815/ Mechanical Max Grav 5=954 (LC 4), 8=875 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=0/95, 4-5=-56/22, 1-2=0/0, 2-3=-861/0, 3-4=0/0 BOT CHORD 7-8=0/861, 6-7=0/861, 5-6=0/861 WEBS 2-8=-1235/0, 3-5=-1235/0, 3-6=0/20, 2-7=0/33 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 10-00-00 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)Use Simpson Strong-Tie THA426 (8-16d Girder, 6-16d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-12 from the left end to 3-10-12 to connect truss(es) to back face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 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 (lb/ft) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 3=-557 (B), 9=-557 (B) Job Truss Truss Type Qty Ply Wade Residence T25614999F19Floor Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:33 Page: 1 ID:BeKZltMgAn3k64U3YHzhv7yUXsm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610=3x3 =3x6 =3x3 =1.5x4 =1.5x4 =3x3 =3x6 =3x3 8 7 6 5 1 2 3 4 1-3-0 2-4-0 5-7-0 5-7-01-4-01-4-0Scale = 1:24.4 Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL)-0.01 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(CT)-0.01 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 31 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=196/ Mechanical, 8=196/ Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-33/12, 4-5=-33/12, 1-2=0/0, 2-3=-195/0, 3-4=0/0 BOT CHORD 7-8=0/195, 6-7=0/195, 5-6=0/195 WEBS 3-5=-255/0, 2-8=-255/0, 2-7=0/27, 3-6=0/27 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 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615000F20Floor21J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:33 Page: 1 ID:04DFale6msyTNclUOcu4KzyUXsP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610=3x3 =3x3 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =3x3 =3x3 10 9 8 7 6 1 2 3 4 5 5-6-0 5-6-01-8-01-8-0Scale = 1:23 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 6 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MR Weight: 31 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=73/5-6-0, 7=153/5-6-0, 8=147/5-6-0, 9=139/5-6-0, 10=66/5-6-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-58/0, 5-6=-66/0, 1-2=-9/0, 2-3=-9/0, 3-4=-9/0, 4-5=-9/0 BOT CHORD 9-10=0/9, 8-9=0/9, 7-8=0/9, 6-7=0/9 WEBS 2-9=-129/0, 3-8=-133/0, 4-7=-139/0 NOTES 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615001F21Floor Supported Gable 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:34 Page: 1 ID:j?q1hAmNPwD2a9WP_j3Qk4yUXsF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 =3x3 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =3x3 =1.5x4 6 5 4 7 8 1 2 3 0-1-8 0-1-8 1-11-0 1-11-01-8-01-8-0Scale = 1:29.5 Plate Offsets (X, Y):[1:Edge,0-0-12], [7:0-1-8,0-0-12], [8:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.03 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horiz(TL)0.00 4 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MR Weight: 15 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=40/1-11-0, 5=91/1-11-0, 6=40/1-11-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-36/0, 3-4=-36/0, 1-2=-4/0, 2-3=-4/0 BOT CHORD 5-6=0/4, 4-5=0/4 WEBS 2-5=-83/0 NOTES 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615002F22Floor Supported Gable 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:34 Page: 1 ID:K2JSS0yT5Lh?yMaQH?LeFyyUXqi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610=1.5x4 =4x4 =4x7 =4x7 =3x5 =3x10 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =3x10 =1.5x4 =3x5 =4x7 =4x7 =4x4 =1.5x4 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 20 21 19 22 18 23 17 16 24 25 15 26 14 27 13 1 2 3 4 5 6 7 8 9 10 11 12 1-3-0 0-8-0 17 -5-0 17 -5-01-8-01-8-0Scale = 1:32.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL)-0.23 17 >879 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(CT)-0.31 17 >653 360 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(CT)0.04 13 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 205 lb FT = 11% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)13=2663/0-5-8, 20=3403/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-124/0, 12-13=-105/0, 1-2=-140/0, 2-3=-5755/0, 3-4=-8936/0, 4-5=-8936/0, 5-6=-9822/0, 6-7=-9822/0, 7-8=-9822/0, 8-9=-8172/0, 9-10=-8172/0, 10-11=-4793/0, 11-12=-97/0 BOT CHORD 19-20=0/3170, 18-19=0/7418, 17-18=0/9572, 16-17=0/9822, 15-16=0/9160, 14-15=0/6545, 13-14=0/2652 WEBS 11-13=-3482/0, 2-20=-4128/0, 11-14=0/3079, 2-19=0/3718, 10-14=-2519/0, 3-19=-2391/0, 10-15=0/2217, 9-15=0/116, 3-18=0/2068, 4-18=0/143, 8-15=-1347/0, 5-18=-867/0, 8-16=0/1115, 5-17=0/554, 6-17=0/66, 7-16=-91/0 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: 2x6 - 2 rows staggered at 0-6-0 oc. Web 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 floor live loads have been considered for this design. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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)Use Simpson Strong-Tie HHUS46 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-3-12 from the left end to 5-3-12 to connect truss(es) to front face of bottom chord. 6)Use Simpson Strong-Tie HHUS46 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-3-12 from the left end to 15-6-4 to connect truss(es) to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-12=-100 Concentrated Loads (lb) Vert: 15=-293 (B), 18=-710 (F=-416, B=-293), 17=-293 (B), 21=-710 (F=-416, B=-293), 22=-710 (F=-416, B=-293), 23=-293 (B), 24=-293 (B), 25=-293 (B), 26=-293 (B), 27=-293 (B) Job Truss Truss Type Qty Ply Wade Residence T25615003FG01Floor Girder 1 2J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:34 Page: 1 ID:RLGfzPF9UQPd1wDfa3Cu8qyUXl9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610=1.5x4 =4x4 =3x6 =3x6 =3x4 =3x10 =1.5x4 =3x4 =2x4 =2x4 =3x4 =3x10 =1.5x4 =3x4 =3x6 =3x6 =4x4 =1.5x4 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 21 22 18 19 17 20 16 15 23 14 13 24 12 25 11 1 2 3 4 5 6 7 8 9 10 1-3-0 2-0-01-11-0 1-11-0 17-7-0 17-7-01-8-01-8-0Scale = 1:32.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL)-0.20 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(CT)-0.27 14-15 >779 360 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT)0.04 11 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 200 lb FT = 11% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)11=2385/0-5-8, 18=2450/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-99/0, 10-11=-96/0, 1-2=-89/0, 2-3=-4385/0, 3-4=-7320/0, 4-5=-7320/0, 5-6=-8426/0, 6-7=-6907/0, 7-8=-6907/0, 8-9=-4175/0, 9-10=-88/0 BOT CHORD 17-18=0/2439, 16-17=0/5903, 15-16=0/8426, 14-15=0/8426, 13-14=0/8426, 12-13=0/5596, 11-12=0/2329 WEBS 2-18=-3202/0, 9-11=-3053/0, 2-17=0/2799, 9-12=0/2655, 3-17=-2183/0, 8-12=-2043/0, 3-16=0/1931, 4-16=-120/46, 8-13=0/1787, 7-13=-109/57, 5-16=-1491/0, 6-13=-1969/0, 5-15=0/587, 6-14=0/786 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. Web 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 floor live loads have been considered for this design. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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)Use Simpson Strong-Tie HHUS46 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-10-12 from the left end to 16-1-4 to connect truss(es) to back face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 11-18=-10, 1-10=-100 Concentrated Loads (lb) Vert: 16=-293 (B), 13=-293 (B), 14=-293 (B), 19=-293 (B), 20=-293 (B), 21=-293 (B), 22=-293 (B), 23=-293 (B), 24=-293 (B), 25=-293 (B) Job Truss Truss Type Qty Ply Wade Residence T25615004FG02Floor Girder 1 2J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:34 Page: 1 ID:Vv0ctA0kOgO584c8S1lWRCyUXdj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610=1.5x4 =4x7 =3x6 =3x6 =3x8 =2x4 =3x4 =1.5x4 =2x4 =3x4 =3x8 =1.5x4 =3x4 =3x4 =3x4 =4x4 =1.5x4 17 18 16 19 15 14 13 12 11 10 1 2 3 4 5 6 7 8 9 0-1-8 1-11-8 1-3-0 2-1-0 15 -11-8 15 -11-81-8-01-8-0Scale = 1:30.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL)-0.11 14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(CT)-0.15 14 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT)0.02 10 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 183 lb FT = 11% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 *Except* 17-1:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)10=1313/0-5-8, 17=2776/0-5-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-17=-124/0, 9-10=-71/0, 1-2=-191/0, 2-3=-4929/0, 3-4=-5189/0, 4-5=-5189/0, 5-6=-3956/0, 6-7=-3956/0, 7-8=-2277/0, 8-9=-42/0 BOT CHORD 16-17=0/2837, 15-16=0/6030, 14-15=0/6030, 13-14=0/5189, 12-13=0/5189, 11-12=0/3204, 10-11=0/1318 WEBS 8-10=-1739/0, 2-17=-3513/0, 8-11=0/1378, 2-16=0/3009, 7-11=-1333/0, 3-16=-1500/0, 7-12=0/1025, 6-12=-6/127, 3-15=0/1260, 4-14=-119/0, 3-14=-1321/0, 5-12=-1842/0, 5-13=0/850 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Web 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 floor live loads have been considered for this design. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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) 378 lb down at 1-5-4, and 189 lb down at 2-9-4, and 1809 lb down at 3-7-8 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 (lb/ft) Vert: 10-17=-10, 1-9=-100 Concentrated Loads (lb) Vert: 16=-189 (F), 18=-378 (F), 19=-1809 (F) Job Truss Truss Type Qty Ply Wade Residence T25615005FG03Floor Girder 2 2J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:35 Page: 1 ID:TdaBNsKcssvD0BZoWagmX_yUXZR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610=3x4 =4x10 =6x12 =2x4 =5x10 =4x10 =2x4 =3x5 =3x5 =2x4 =2x4 =4x10 =5x8 =5x10 =2x4 =4x10 =3x10 =2x4 =4x4 =2x4 20 19 18 17 16 15 14 13 12 11 1 2 3 21 4 22 23 5 6 7 24 8 25 9 10 0-10 -0 1-3-0 2-10 -8 0-2-12 16 -2-0 1-1-8 17-3-9 15-11-4 15-11-41-8-01-8-0Scale = 1:33.7 Plate Offsets (X, Y):[14:0-3-8,0-2-0] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL)-0.24 15-16 >782 480 MT20 137/130 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT)-0.37 15-16 >516 360 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT)0.07 12 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 409 lb FT = 11% LUMBER TOP CHORD 2x6 SP DSS BOT CHORD 1.5 X 5.5 Kerto-S LVL 2.0E WEBS 2x4 SP No.2 *Except* 2-18:2x4 SP 2250F 1.9E 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 (lb/size)12=8190/0-5-8, 20=11318/ Mechanical Max Grav 12=8190 (LC 1), 20=11320 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-903/0, 10-11=-633/0, 1-2=-632/0, 2-3=-24410/0, 3-4=-34555/0, 4-5=-31736/0, 5-6=-31736/0, 6-7=-15907/0, 7-8=-15907/0, 8-9=-1071/0, 9-10=-1071/0 BOT CHORD 19-20=0/12877, 18-19=0/12877, 17-18=0/34097, 16-17=0/34097, 15-16=0/31736, 14-15=0/31736, 13-14=0/23848, 12-13=0/8391, 11-12=0/19 WEBS 10-12=0/1544, 9-12=-1650/0, 2-20=-15557/0, 2-19=-1166/0, 2-18=0/15255, 3-18=-12812/0, 3-17=-2211/0, 3-16=-325/2871, 8-12=-9685/0, 8-13=0/9942, 7-13=-1024/0, 6-13=-10506/0, 6-14=0/11711, 5-14=-5063/0, 4-16=-1806/5269, 4-15=-3891/0 NOTES 1) 2)4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 3 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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)Unbalanced floor live loads have been considered for this design. 5)Refer to girder(s) for truss to truss connections. 6)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. 8)CAUTION, Do not erect truss backwards. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7879 lb down at 4-6-0, 1181 lb down at 5-7-0, 1181 lb down at 9-7-0, 1352 lb down at 7-7-0, 2296 lb down at 11-7-0, and 301 lb down at 13-7-0, and 217 lb down at 15-7-0 on top 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 (lb/ft) Vert: 11-20=-7, 1-3=-547, 3-10=-207 Concentrated Loads (lb) Vert: 3=-7879 (F), 6=-2296 (F), 21=-1181 (F), 22=-1352 (F), 23=-1181 (F), 24=-301 (F), 25=-217 (F) Job Truss Truss Type Qty Ply Wade Residence T25615006FG04Floor Girder 1 4J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:35 Page: 1 ID:cpAPSHJ_9X8TSghwz7ZjmsyVS6F-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). Special connection required to distribute top chord loads equally between all plies. TC: 7879/(2x1x106)=38 nails 38/3 = 13 nails on 1 row => it's NOT OK N/A PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED AT JOINT ? FOR LOAD REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.25"x 6" SCREWS OR OTHER FASTENERS THAT PENETRATES ALL PLIES, PER HANGER MANUFACTURER SPECIFICATIONS. October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x5 =3x4 =3x6 =3x4 =1.5x4 =5x12 =3x5 =2x4 1 9 8 7 2 13 5 15 6 3 14 4 1-6-0 -1-6-0 2-0-12 15-0-0 5-11-2 12-11-5 7-0-2 7-0-2 2-2-8 15-0-0 5-9-6 12-9-9 7-0-2 7-0-23-10-150-3-141-8-01-10-111-8-01-8-01-10-113-6-11Scale = 1:34.7 Plate Offsets (X, Y):[2:0-2-8,Edge], [4:0-0-12,0-1-8], [5:0-2-0,0-2-0] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL)-0.10 9-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(CT)-0.15 9-12 >999 360 BCLL 0.0 *Rep Stress Incr NO WB 0.35 Horz(CT)0.03 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 75 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E *Except* 5-6:2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS (lb/size)2=869/0-5-8, 7=1326/ Mechanical Max Horiz 2=206 (LC 12) Max Uplift 2=-207 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30, 2-3=-1967/399, 3-4=-167/0, 5-8=-17/72, 4-5=-650/0, 5-6=-66/0, 6-7=-262/0 BOT CHORD 2-9=-586/1862, 8-9=-26/1550, 7-8=-33/1596 WEBS 3-9=0/183, 3-5=-1767/493, 5-9=-575/369, 5-7=-1839/50 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 14-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint 2. 9)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-4=-80, 5-6=-220, 7-10=-8 Concentrated Loads (lb) Vert: 4=-476 Job Truss Truss Type Qty Ply Wade Residence T25615007FT01Half Hip 3 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:35 Page: 1 ID:s_6IesedWC4Xr1qI6VO6aEyUZ1I-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =3x4 =3x6 =2x4 =1.5x4 =5x12 =3x5 =1.5x4 1 9 8 7 2 13 5 15 6 3 14 4 1-6-0 -1-6-0 2-0-11 15 -0-0 5-11-2 12 -11-5 7-0-2 7-0-2 2-2-7 15 -0-0 5-9-6 12-9-9 7-0-2 7-0-23-10-150-3-141-8-01-10-111-8-01-8-01-10-113-6-11Scale = 1:34.7 Plate Offsets (X, Y):[5:0-2-0,0-2-0] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL)0.06 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT)-0.11 9-12 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.72 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 75 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E *Except* 5-6:2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E 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 9-7-8 oc bracing. REACTIONS (lb/size)2=575/0-5-8, 7=846/ Mechanical Max Horiz 2=206 (LC 12) Max Uplift 2=-232 (LC 8), 7=-47 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-1348/511, 3-4=-104/0, 5-8=0/111, 4-5=-601/28, 5-6=-34/14, 6-7=-74/65 BOT CHORD 2-9=-694/1288, 8-9=-272/1127, 7-8=-298/1140 WEBS 3-9=0/214, 3-5=-1224/599, 5-9=-433/190, 5-7=-1330/341 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 14-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 2 and 47 lb uplift at joint 7. 9)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 244 lb down and 165 lb up at 12-9-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-43, 5-6=-43, 7-10=-16 Concentrated Loads (lb) Vert: 4=-476 (F=-196) Job Truss Truss Type Qty Ply Wade Residence T25615008FT02Half Hip 8 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:36 Page: 1 ID:pFw21E5W0NKNsdaZiP3U_lyUZ?P-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =3x4 =3x6 =2x4 =1.5x4 =5x12 =3x4 =1.5x4 1 9 8 7 2 13 5 6 3 14 4 1-6-0 -1-6-0 2-6-4 16-0-0 6-2-6 13-5-12 7-3-6 7-3-6 2-8-0 16 -0-0 6-0-10 13-4-0 7-3-6 7-3-64-0-90-3-141-8-02-0-51-8-01-8-02-0-53-8-5Scale = 1:36.3 Plate Offsets (X, Y):[5:0-2-8,0-2-0] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL)0.09 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT)-0.17 9-12 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.88 Horz(CT)0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 80 lb FT = 20% 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 4-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-4 oc bracing. REACTIONS (lb/size)2=618/0-5-8, 7=884/0-5-8 Max Horiz 2=216 (LC 12) Max Uplift 2=-236 (LC 8), 7=-62 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-1502/544, 3-4=-117/0, 5-8=0/120, 4-5=-629/42, 5-6=-42/19, 6-7=-84/76 BOT CHORD 2-9=-729/1437, 8-9=-354/1415, 7-8=-391/1443 WEBS 3-9=0/252, 3-5=-1362/629, 5-9=-399/60, 5-7=-1597/424 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 15-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 236 lb uplift at joint 2 and 62 lb uplift at joint 7. 8)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 550 lb down at 13-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-43, 5-6=-43, 7-10=-16 Concentrated Loads (lb) Vert: 4=-497 (F) Job Truss Truss Type Qty Ply Wade Residence T25615009FT03Half Hip 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:36 Page: 1 ID:UpziM4j09lYjnq54Mmx7kIyUYy1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x6 =3x5 =3x6 =4x7 =1.5x4 =5x14 =6x6 =2x4 1 9 8 7 2 13 5 6 3 14 4 1-6-0 -1-6-0 2-6-4 16-0-0 6-2-6 13-5-12 7-3-6 7-3-6 2-8-0 16 -0-0 6-0-10 13-4-0 7-3-6 7-3-64-0-90-3-141-8-02-0-51-8-01-8-02-0-53-8-5Scale = 1:36.3 Plate Offsets (X, Y):[4:0-3-8,Edge], [5:0-4-8,0-2-0] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL)-0.14 9-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT)-0.20 9-12 >945 360 BCLL 0.0 *Rep Stress Incr NO WB 0.84 Horz(CT)0.06 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 80 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E *Except* 5-6:2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS (lb/size)2=1085/0-5-8, 7=2064/0-5-8 Max Horiz 2=216 (LC 12) Max Uplift 2=-284 (LC 8), 7=-356 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30, 2-3=-2817/906, 3-4=-235/12, 5-8=-62/61, 4-5=-1868/602, 5-6=-99/40, 6-7=-166/91 BOT CHORD 2-9=-1081/2684, 8-9=-1172/3364, 7-8=-1219/3435 WEBS 3-9=-11/362, 3-5=-2529/957, 5-9=-1263/97, 5-7=-3799/1343 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 15-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 284 lb uplift at joint 2 and 356 lb uplift at joint 7. 8)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1730 lb down and 462 lb up at 13-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-4=-80, 5-6=-80, 7-10=-8 Concentrated Loads (lb) Vert: 4=-1632 Job Truss Truss Type Qty Ply Wade Residence T25615010FT04Half Hip 9 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:36 Page: 1 ID:sQuhP0XThPUUuGYJe5FeVJyUYTH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x4 =3x4 =3x6 =4x7 =1.5x4 =5x14 =3x6 =1.5x4 1 9 8 7 2 5 6 3 4 1-6-0 -1-6-0 2-6-4 16-0-0 6-2-6 13-5-12 7-3-6 7-3-6 2-8-0 16 -0-0 6-0-10 13-4-0 7-3-6 7-3-64-0-90-3-141-8-02-0-51-8-01-8-02-0-53-8-5Scale = 1:36.3 Plate Offsets (X, Y):[4:0-3-6,0-0-9], [5:0-4-8,0-2-0] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL)-0.08 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(CT)-0.13 8-9 >999 360 BCLL 0.0 *Rep Stress Incr NO WB 0.46 Horz(CT)0.04 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 160 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E *Except* 5-6:2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E 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 10-0-0 oc bracing. REACTIONS (lb/size)2=1236/0-5-8, 7=2857/0-5-8 Max Horiz 2=216 (LC 8) Max Uplift 2=-329 (LC 4), 7=-654 (LC 5) Max Grav 2=1236 (LC 1), 7=2884 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30, 2-3=-3414/691, 3-4=-284/26, 5-8=-105/54, 4-5=-2872/627, 5-6=-134/33, 6-7=-192/68 BOT CHORD 2-9=-774/3274, 8-9=-1036/4797, 7-8=-1070/4894 WEBS 3-9=-65/546, 3-5=-3072/710, 5-9=-2052/370, 5-7=-5422/1181 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-5-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web 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=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 329 lb uplift at joint 2 and 654 lb uplift at joint 7. 10)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2462 lb down and 862 lb up at 13-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-4=-80, 5-6=-80, 7-10=-8 Concentrated Loads (lb) Vert: 4=-2576 (F=-2296) Job Truss Truss Type Qty Ply Wade Residence T25615011FT05Half Hip Girder 1 2J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:37 Page: 1 ID:o0T18c0tvKe0FeG9kdnmDgyUYob-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 312 =3x5 =3x4 =2x4 =3x4 =3x10 =3x6 =3x6 =2x4 =6x12 =6x8 =3x5 1 2 11 10 9 8 6 7 3 4 5 1-6-0 -1-6-0 2-6-4 16-0-0 3-0-5 10-3-11 3-2-1 13-5-12 7-3-6 7-3-6 2-8-0 16 -0-0 3-0-5 10-3-11 3-0-5 13-4-0 7-3-6 7-3-64-0-90-3-141-8-02-0-51-8-01-8-02-0-53-8-5Scale = 1:36.3 Plate Offsets (X, Y):[2:0-3-12,Edge], [6:0-4-4,0-3-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL)-0.10 11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT)-0.14 11 >999 360 BCLL 0.0 *Rep Stress Incr NO WB 0.58 Horz(CT)0.03 8 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 283 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 6-7:2x6 SP DSS BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 *Except* 5-9:2x4 SP 2250F 1.9E, 7-8:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=2086/0-5-8, 8=7410/0-5-8 Max Horiz 2=147 (LC 4) Max Uplift 2=-589 (LC 4), 8=-2356 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-6592/1841, 3-4=-6358/1898, 4-5=-810/245, 7-8=-354/127, 6-7=-1157/369 BOT CHORD 2-11=-1834/6340, 10-11=-1834/6340, 9-10=-3788/11981, 8-9=-3964/12522 WEBS 6-9=-1803/602, 5-6=-7942/2591, 3-11=-234/103, 4-10=-1010/3309, 6-10=-6303/2055, 4-6=-5830/1757, 3-10=-237/288, 6-8=-12846/4063 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; 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 3-06-00 tall by 2-00-00 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 2356 lb uplift at joint 8 and 589 lb uplift at joint 2. 10)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8000 lb down and 2618 lb up at 13-5-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-5=-80, 2-8=-8, 6-7=-80 Concentrated Loads (lb) Vert: 5=-8000 Job Truss Truss Type Qty Ply Wade Residence T25615012FT06Half Hip Girder 1 3J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:37 Page: 1 ID:NjU5AcuUSzjvpL1J1qZYUNyUZMw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 1612 =3x10 =4x7 =6x6 =3x4 =3x8 =4x7 =4x7 =3x10 Special NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED Special NAILED 8 12713 14 15 616 5 1 4 2 9 10 11 3 4-10 -0 8-10 -0 4-0-0 4-0-0 4-0-0 12-10-0 4-1-12 12-10 -0 4-1-12 4-1-12 4-6-8 8-8-42-11-68-3-6Scale = 1:65.1 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-4-2,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL)0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT)0.07 6-7 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.61 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 114 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 2-3:2x4 SP 2250F 1.9E BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. WEBS T-Brace:2x4 SP No.2 - 2-6 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size)5=462/0-5-8, 8=478/0-5-8 Max Horiz 8=333 (LC 7) Max Uplift 5=-2114 (LC 8), 8=-1932 (LC 8) Max Grav 5=1355 (LC 13), 8=1288 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1062/1669, 2-3=-708/1209, 3-4=-1142/1811, 1-8=-1295/1934, 4-5=-1387/2102 BOT CHORD 7-8=-333/295, 6-7=-1045/782, 5-6=-41/32 WEBS 2-7=-468/320, 2-6=-248/227, 3-6=-568/350, 1-7=-1162/887, 4-6=-1260/935 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1932 lb uplift at joint 8 and 2114 lb uplift at joint 5. 8)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 245 lb down and 163 lb up at 4-0-0, and 528 lb down and 545 lb up at 8-10-0 on top chord, and 452 lb down and 642 lb up at 8-7-2 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 10)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 7=0 (F), 6=5 (F), 12=-36 (F), 13=5 (F), 14=5 (F), 15=5 (F), 16=3 (F) Job Truss Truss Type Qty Ply Wade Residence T25615013G01Hip Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:38 Page: 1 ID:SuLAp2l1RO4fEYkXMxQpUlyUZQz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 1612 =2x5 =5x5 =4x7 =3x4 =4x7 =3x4 =5x5 =2x5 8 9 10 7 6 11 12 5 1 4 2 3 1-3-0 1-10 -0 7-4-0 5-6-0 5-6-0 5-6-0 12 -10 -0 1-6-8 7-2-4 5-7-12 12 -10 -0 5-7-12 5-7-122-11-69-8-610-3-6Scale = 1:66.5 Plate Offsets (X, Y):[1:0-2-12,0-0-8], [2:0-4-2,0-2-0], [3:0-4-2,0-2-0], [4:0-2-12,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL)0.13 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT)0.11 7-8 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.17 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 104 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2(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 8-0-4 oc bracing. WEBS T-Brace:2x4 SP No.2 - 2-7, 3-6 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size)5=464/0-5-8, 8=464/0-5-8 Max Horiz 8=415 (LC 11) Max Uplift 5=-382 (LC 12), 8=-382 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-375/418, 2-3=-307/420, 3-4=-375/418, 1-8=-412/436, 4-5=-412/437 BOT CHORD 7-8=-434/419, 6-7=-235/215, 5-6=-123/112 WEBS 2-7=-190/137, 3-6=-190/137, 1-7=-263/233, 4-6=-264/234 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-6-0, Exterior(2E) 5-6-0 to 7-4-0, Exterior(2R) 7-4-0 to 11-6-15, Interior (1) 11-6-15 to 12-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 3-06-00 tall by 2-00-00 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 382 lb uplift at joint 8 and 382 lb uplift at joint 5. 8)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615014G02Hip21J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:39 Page: 1 ID:TRO1xg9MRrNqJmK3M41nswyUZQR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 1612 =3x10 =4x7 =6x6 =3x4 =3x8 =4x7 =4x7 =3x10 Special NAILED NAILED Special NAILED Special NAILED NAILED Special NAILED 8 117 1213 6 5 14 1 4 2 910 3 4-10 -0 8-10 -0 4-0-0 4-0-0 4-0-0 12 -10 -0 4-1-12 12 -10 -0 4-1-12 4-1-12 4-6-8 8-8-42-11-68-3-6Scale = 1:62.7 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-4-2,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL)0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT)0.06 6-7 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.59 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 114 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 2-3:2x4 SP 2250F 1.9E BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-4 oc bracing. WEBS T-Brace:2x4 SP No.2 - 2-6 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size)5=785/0-5-8, 8=785/0-5-8 Max Horiz 8=333 (LC 7) Max Uplift 5=-2134 (LC 8), 8=-2134 (LC 8) Max Grav 5=1426 (LC 13), 8=1432 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1158/1810, 2-3=-685/1209, 3-4=-1154/1816, 1-8=-1413/2099, 4-5=-1407/2107 BOT CHORD 7-8=-327/300, 6-7=-1126/767, 5-6=-38/31 WEBS 2-7=-536/244, 2-6=-130/134, 3-6=-546/213, 1-7=-1252/867, 4-6=-1257/868 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2134 lb uplift at joint 8 and 2134 lb uplift at joint 5. 8)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 594 lb down and 613 lb up at 4-0-0, and 594 lb down and 613 lb up at 8-10-0 on top chord, and 319 lb down and 506 lb up at 4-2-2, and 319 lb down and 506 lb up at 8-7-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 2=-180 (B), 3=-180 (B), 7=-48 (B), 6=-48 (B), 9=-48 (B), 10=-48 (B), 11=-25 (B), 12=-20 (B), 13=-20 (B), 14=-25 (B) Job Truss Truss Type Qty Ply Wade Residence T25615015G03Hip Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:40 Page: 1 ID:60e?1bWYcl0jID2eZg2bY1yUZQ_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 5.5312 =3x8 =3x4 =1.5x4 =3x4 =3x5 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 19 20 8 21 22 76 2 3 15 16 4 17 18 5 2-5-5 -2-5-5 4-8-7 4-8-7 4-11-14 9-8-5 0-0-8 0-0-8 0-5-6 9-8-5 4-6-8 9-2-15 4-8-0 4-8-75-10-150-7-55-0-14Scale = 1:45.8 Plate Offsets (X, Y):[2:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL)0.05 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT)-0.07 7-8 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.25 Horz(CT)-0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 48 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 1-6-0 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 (lb/size)2=565/0-8-0, 5=137/ Mechanical, 7=269/ Mechanical Max Horiz 2=281 (LC 8) Max Uplift 2=-340 (LC 8), 5=-139 (LC 8), 7=-149 (LC 8) Max Grav 2=589 (LC 13), 5=142 (LC 13), 7=315 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/57, 2-4=-596/203, 4-5=-137/50 BOT CHORD 2-8=-276/477, 7-8=-276/477, 6-7=0/0 WEBS 4-8=0/231, 4-7=-535/310 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 139 lb uplift at joint 5, 340 lb uplift at joint 2 and 149 lb uplift at joint 7. 7)"NAILED" indicates 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 (lb/ft) Vert: 1-5=-54, 6-9=-20 Concentrated Loads (lb) Vert: 8=3 (B), 17=-39 (F), 18=-26 (B), 20=-2 (F), 21=-33 (F), 22=-25 (B) Job Truss Truss Type Qty Ply Wade Residence T25615016J01Diagonal Hip Girder 2 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:40 Page: 1 ID:0g1WB8mQQAR4DBZV8wyzmyyVY6Q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 9 12 =3x4 1 4 2 3 1-2-9 1-2-9 1-6-0 -1-6-0 1-2-92-4-130-7-51-6-3Scale = 1:25.3 Plate Offsets (X, Y):[2:0-4-0,0-0-9] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL)0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT)0.00 4-7 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=187/0-5-8, 3=11/ Mechanical, 4=-24/ Mechanical Max Horiz 2=122 (LC 12) Max Uplift 2=-179 (LC 12), 3=-12 (LC 9), 4=-24 (LC 1) Max Grav 2=187 (LC 1), 3=16 (LC 17), 4=57 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/51, 2-3=-238/96 BOT CHORD 2-4=-75/159 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 179 lb uplift at joint 2, 24 lb uplift at joint 4 and 12 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615017J02Corner Jack 2 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:41 Page: 1 ID:?FHg3pvSS99oNgM5gHj53hyVY8p-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 9 12 =3x6 =3x4 1 5 2 3 10 4 1-6-0 -1-6-0 2-9-3 2-9-3 2-9-33-6-130-7-52-8-3Scale = 1:24.9 Plate Offsets (X, Y):[2:0-2-4,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL)0.00 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT)-0.01 5-8 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 1-4-9 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=226/0-5-8, 4=40/ Mechanical, 5=16/ Mechanical Max Horiz 2=177 (LC 12) Max Uplift 2=-147 (LC 12), 4=-46 (LC 12), 5=-1 (LC 9) Max Grav 2=226 (LC 1), 4=52 (LC 17), 5=40 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/59, 2-4=-307/102 BOT CHORD 2-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-1 to 1-4-15, Interior (1) 1-4-15 to 2-8-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 46 lb uplift at joint 4, 147 lb uplift at joint 2 and 1 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615018J03Corner Jack 2 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:41 Page: 1 ID:EzK4yu05LwIWy2YqigNCxbyVY8g-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 912 =3x4 =3x4 4 1 2 11 3 4-3-14 0-2-0 0-2-0 4-1-14 4-3-143-10-30-7-53-10-3Scale = 1:29.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL)0.04 4-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT)0.03 4-9 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)-0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 1-4-10 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=170/0-3-8, 3=94/ Mechanical, 4=51/ Mechanical Max Horiz 1=147 (LC 12) Max Uplift 1=-3 (LC 12), 3=-113 (LC 12), 4=-19 (LC 12) Max Grav 1=170 (LC 1), 3=111 (LC 17), 4=73 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-307/111 BOT CHORD 1-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-3-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 3 lb uplift at joint 1, 113 lb uplift at joint 3 and 19 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615019J04Corner Jack 2 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:41 Page: 1 ID:TiNTrz7lDhQEXRkZj31JoUyVY8X-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 912 =2x4 =3x4 =3x4 1 4 5 2 3 6-0-0 0-2-0 0-2-0 5-10 -0 6-0-05-1-50-7-55-1-5Scale = 1:33.1 Plate Offsets (X, Y):[1:0-1-12,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL)-0.07 1-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT)-0.13 1-4 >517 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)-0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 3-8-8 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 (lb/size)1=214/0-3-8, 3=156/ Mechanical, 4=58/ Mechanical Max Horiz 1=217 (LC 12) Max Uplift 1=-2 (LC 12), 3=-197 (LC 12) Max Grav 1=214 (LC 1), 3=185 (LC 20), 4=116 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-248/120 BOT CHORD 1-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-11-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 2 lb uplift at joint 1 and 197 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615020J05Jack-Open 6 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:41 Page: 1 ID:iRQtk2EO5SZy6pwHlSiQfNyVY8O-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 912 =3x6 =3x4 1 5 2 10 3 4 1-6-0 -1-6-0 6-0-0 6-0-0 6-0-05-11-140-7-55-1-5Scale = 1:33 Plate Offsets (X, Y):[2:0-3-0,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL)0.11 5-8 >603 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT)-0.12 5-8 >576 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)-0.05 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-4-10 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 (lb/size)2=325/0-5-8, 4=129/ Mechanical, 5=66/ Mechanical Max Horiz 2=288 (LC 12) Max Uplift 2=-129 (LC 12), 4=-147 (LC 12), 5=-12 (LC 12) Max Grav 2=325 (LC 1), 4=152 (LC 17), 5=102 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/59, 2-4=-768/279 BOT CHORD 2-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-1 to 1-4-15, Interior (1) 1-4-15 to 5-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 4, 129 lb uplift at joint 2 and 12 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615021J06Jack-Open 4 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:41 Page: 1 ID:PM0fqTMglXpYJMhCLZtm3UyVY8E-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 7 12 =2x4 1 4 2 8 3 1-6-0 -1-6-0 3-0-2 3-0-2 3-0-22-11-100-4-52-1-6Scale = 1:22.6 Plate Offsets (X, Y):[2:0-1-7,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL)-0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT)-0.01 4-7 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=217/0-5-8, 3=59/ Mechanical, 4=28/ Mechanical Max Horiz 2=141 (LC 12) Max Uplift 2=-149 (LC 12), 3=-47 (LC 12) Max Grav 2=217 (LC 1), 3=66 (LC 17), 4=50 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-3=-185/64 BOT CHORD 2-4=-48/131 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 2-11-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 47 lb uplift at joint 3 and 149 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615022J07Corner Jack 2 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:42 Page: 1 ID:bUBp8EVZ9vC_721KUMaM0pyVY83-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 712 =2x5 1 4 2 8 3 1-6-0 -1-6-0 5-7-0 5-7-0 5-7-04-5-100-4-53-7-6Scale = 1:26.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL)0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT)-0.09 4-7 >719 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=301/0-5-8, 3=127/ Mechanical, 4=65/ Mechanical Max Horiz 2=210 (LC 12) Max Uplift 2=-154 (LC 12), 3=-112 (LC 12), 4=-1 (LC 12) Max Grav 2=301 (LC 1), 3=139 (LC 17), 4=99 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-3=-233/73 BOT CHORD 2-4=-17/128 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 5-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 112 lb uplift at joint 3, 154 lb uplift at joint 2 and 1 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615023J08Corner Jack 2 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:42 Page: 1 ID:?2symFXSSqaY_Vmv9V73eRyVY80-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 3 12 =2x5 =2x5 =6x6 1 8 4 2 9 3 1-6-0 -1-6-0 2-5-8 2-5-8 2-5-81-3-80-3-140-11-4Scale = 1:20.6 Plate Offsets (X, Y):[2:0-0-12,Edge], [3:1-10-2,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL)0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT)0.00 4-7 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 10 lb FT = 20% 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 2-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=196/0-5-8, 4=58/0-3-8 Max Horiz 2=53 (LC 8) Max Uplift 2=-159 (LC 8), 4=-13 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-81/15, 3-4=-55/61 BOT CHORD 2-4=-14/72 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 2-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 4 and 159 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615024J09Monopitch Structural Gable 6 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:42 Page: 1 ID:B_cOnSHLrtOlQ1VpoWEb8WyVY72-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 912 =1.5x4 =3x5 =6x6 =1.5x4 =1.5x4 =1.5x4 6 5 4 1 7 2 8 3 4-3-14 2-0-0 4-3-14 2-3-14 2-3-147-11-104-8-117-11-10Scale = 1:49.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 48 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=49/4-3-14, 5=185/4-3-14, 6=64/4-3-14 Max Horiz 6=139 (LC 12) Max Uplift 4=-41 (LC 12), 5=-426 (LC 12), 6=-84 (LC 10) Max Grav 4=56 (LC 17), 5=280 (LC 17), 6=340 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-828/322, 3-4=-61/126, 1-2=-345/149, 2-3=-85/35 BOT CHORD 5-6=-340/142, 4-5=0/0 WEBS 2-5=-213/418, 1-5=-325/782 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 4-2-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 84 lb uplift at joint 6, 41 lb uplift at joint 4 and 426 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615025J10Monopitch Supported Gable 2 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:42 Page: 1 ID:Coa?zEnaX0MfPMW9lTXcj4yVSQJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 11.3112 =1.5x4 =3x5 =3x5 NAILED NAILED 5 7 43 1 6 2 5-7-2 0-0-6 0-0-6 0-5-5 5-7-2 5-1-7 5-1-138-2-112-11-68-2-11Scale = 1:50 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL)0.22 4-5 >286 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT)0.21 4-5 >305 180 BCLL 0.0 *Rep Stress Incr NO WB 0.09 Horz(CT)-0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 32 lb FT = 20% 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 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-5 oc bracing. REACTIONS (lb/size)2=145/ Mechanical, 4=56/ Mechanical, 5=198/0-7-0 Max Horiz 5=325 (LC 8) Max Uplift 2=-237 (LC 8), 4=-315 (LC 8), 5=-192 (LC 4) Max Grav 2=202 (LC 13), 4=148 (LC 6), 5=253 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-218/24, 1-2=-217/122 BOT CHORD 4-5=-279/144, 3-4=0/0 WEBS 1-4=-162/314 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 3-06-00 tall by 2-00-00 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 192 lb uplift at joint 5, 237 lb uplift at joint 2 and 315 lb uplift at joint 4. 8)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 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 (lb/ft) Vert: 1-2=-54, 3-5=-20 Job Truss Truss Type Qty Ply Wade Residence T25615026J11Jack-Partial Girder 2 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:43 Page: 1 ID:q9lFSHB7e4ViMlMIaCdEnnyUa3j-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f N/A October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 11.31 12 =1.5x4 =3x5 =2x5 NAILED NAILED 5 7 43 1 6 2 5-4-2 0-5-2 5-4-2 4-11-0 4-11-07-11-132-11-67-11-13Scale = 1:49.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL)0.19 4-5 >321 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT)0.18 4-5 >342 180 BCLL 0.0 *Rep Stress Incr NO WB 0.08 Horz(CT)-0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 31 lb FT = 20% 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 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-8 oc bracing. REACTIONS (lb/size)2=139/ Mechanical, 4=54/ Mechanical, 5=189/0-3-8 Max Horiz 5=314 (LC 8) Max Uplift 2=-228 (LC 8), 4=-319 (LC 8), 5=-183 (LC 4) Max Grav 2=194 (LC 13), 4=155 (LC 6), 5=249 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-216/23, 1-2=-207/118 BOT CHORD 4-5=-268/139, 3-4=0/0 WEBS 1-4=-159/305 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 3-06-00 tall by 2-00-00 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 183 lb uplift at joint 5, 228 lb uplift at joint 2 and 319 lb uplift at joint 4. 8)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 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 (lb/ft) Vert: 1-2=-54, 3-5=-20 Job Truss Truss Type Qty Ply Wade Residence T25615027J12Jack-Partial Girder 2 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:43 Page: 1 ID:MVFjNabpsDf0ppNe0ejzdkyUa3C-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f N/A October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 1612 =1.5x4 =3x6 =1.5x4 5 6 43 1 2 4-0-0 0-3-11 4-0-0 3-8-5 3-8-58-3-62-11-68-3-6Scale = 1:46.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL)0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT)-0.02 4-5 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.15 Horz(CT)-0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 27 lb FT = 20% 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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-2 oc bracing. REACTIONS (lb/size)2=102/ Mechanical, 4=40/ Mechanical, 5=140/0-5-8 Max Horiz 5=324 (LC 12) Max Uplift 2=-226 (LC 12), 4=-248 (LC 12), 5=-158 (LC 10) Max Grav 2=182 (LC 20), 4=115 (LC 10), 5=244 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-360/291, 1-2=-244/232 BOT CHORD 4-5=-357/329, 3-4=0/0 WEBS 1-4=-408/443 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 3-11-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)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 3-06-00 tall by 2-00-00 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 158 lb uplift at joint 5, 226 lb uplift at joint 2 and 248 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615028J13Jack-Open 4 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:43 Page: 1 ID:4dBCh2ZZ2Dq7_o?qZvm6AjyUa8O-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 1612 =1.5x4 =3x6 =1.5x4 5 4 3 1 2 2-0-0 0-3-8 2-0-0 1-8-8 1-8-85-7-62-11-65-7-6Scale = 1:36.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL)0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT)0.00 4-5 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.07 Horz(CT)-0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 17 lb FT = 20% 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=50/ Mechanical, 3=18/ Mechanical, 5=68/0-5-8 Max Horiz 5=205 (LC 12) Max Uplift 2=-110 (LC 12), 3=-254 (LC 12), 5=-181 (LC 10) Max Grav 2=88 (LC 17), 3=165 (LC 10), 5=257 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-404/352, 1-2=-119/113 BOT CHORD 4-5=-213/196, 3-4=0/0 WEBS 1-4=-382/415 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)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 3-06-00 tall by 2-00-00 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 181 lb uplift at joint 5, 254 lb uplift at joint 3 and 110 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615029J14Corner Jack 6 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:44 Page: 1 ID:8n7JP_yeW2sbqjR_ReLcTTyUa7u-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 11.3112 =1.5x4 =3x5 =3x4 =3x5 =1.5x4 NAILED NAILED 7 6 549 1 2 8 3 1-11-8 1-11-8 3-4-11 5-4-2 0-0-6 0-0-6 0-3-10 5-4-2 1-11-2 1-11-8 3-1-0 5-0-87-11-132-11-67-11-13Scale = 1:58.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL)0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT)0.02 5-6 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.07 Horz(CT)-0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 42 lb FT = 20% 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 5-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=73/ Mechanical, 5=65/ Mechanical, 6=156/0-7-12, 7=87/0-7-0 Max Horiz 7=314 (LC 8) Max Uplift 3=-114 (LC 8), 5=-279 (LC 8), 6=-457 (LC 8), 7=-130 (LC 6) Max Grav 3=99 (LC 13), 5=127 (LC 6), 6=278 (LC 13), 7=266 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-271/91, 1-2=-105/30, 2-3=-167/58 BOT CHORD 6-7=-268/139, 5-6=-149/79, 4-5=0/0 WEBS 2-6=-154/66, 1-6=-109/271, 2-5=-136/256 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch exposed 0-3-14 to 1-11-8 ; porch exposed 1-11-8 to 5-3-6 ; 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 3-06-00 tall by 2-00-00 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 130 lb uplift at joint 7, 114 lb uplift at joint 3, 457 lb uplift at joint 6 and 279 lb uplift at joint 5. 7)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 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 (lb/ft) Vert: 1-3=-54, 4-7=-20 Job Truss Truss Type Qty Ply Wade Residence T25615030J15Diagonal Hip Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:44 Page: 1 ID:0ifFsMA_0TAR1yupBfahRMyUa19-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 11.3112 =1.5x4 =3x5 =3x4 =3x5 =1.5x4 NAILED NAILED 7 6 549 1 2 8 3 2-2-8 2-2-8 3-4-11 5-7-2 0-3-10 5-7-2 0-3-14 2-2-8 1-10-9 1-10-9 3-1-1 5-3-98-2-112-11-68-2-11Scale = 1:56.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL)0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT)0.01 5-6 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.14 Horz(CT)-0.02 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 43 lb FT = 20% 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 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)3=73/ Mechanical, 5=-5/ Mechanical, 6=284/0-7-12 Max Horiz 6=325 (LC 8) Max Uplift 3=-106 (LC 8), 5=-374 (LC 8), 6=-75 (LC 4) Max Grav 3=95 (LC 13), 5=166 (LC 6), 6=333 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-25/28, 1-2=-46/86, 2-3=-157/55 BOT CHORD 6-7=-51/46, 5-6=-234/115, 4-5=0/0 WEBS 2-6=-376/95, 2-5=-205/416, 1-6=-51/91 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 3, 75 lb uplift at joint 6 and 374 lb uplift at joint 5. 7)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 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 (lb/ft) Vert: 1-3=-54, 4-7=-20 Concentrated Loads (lb) Vert: 8=-4 (B), 9=52 (B) Job Truss Truss Type Qty Ply Wade Residence T25615031J16Diagonal Hip Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:44 Page: 1 ID:RMS4me1XIH6M2sqSs3LLpKyUa02-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 11.31 12 =1.5x4 =3x5 =3x4 =1.5x4 NAILED NAILED 6 5 8 4 1 2 7 3 1-11-8 1-11-8 3-4-11 5-4-2 0-3-14 1 -11-8 1-7-9 1-7-9 3-4-11 5-4-27-11-132-11-67-11-13Scale = 1:56.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL)0.09 4-5 >422 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT)0.09 4-5 >423 180 BCLL 0.0 *Rep Stress Incr NO WB 0.09 Horz(CT)-0.87 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=68/ Mechanical, 4=19/ Mechanical, 5=293/0-7-12 Max Horiz 5=314 (LC 8) Max Uplift 3=-259 (LC 8), 4=-265 (LC 8), 5=-290 (LC 4) Max Grav 3=152 (LC 13), 4=119 (LC 6), 5=410 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-346/148, 1-2=-120/62, 2-3=-248/97 BOT CHORD 5-6=-51/46, 4-5=0/0 WEBS 2-5=-231/63, 1-5=-253/486 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Special provisions shall be made by the building designer to allow for -0.86in of horizontal movement due to live load and -0.87in due to total load. 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 3-06-00 tall by 2-00-00 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 259 lb uplift at joint 3, 265 lb uplift at joint 4 and 290 lb uplift at joint 5. 8)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 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 (lb/ft) Vert: 1-3=-54, 4-6=-20 Job Truss Truss Type Qty Ply Wade Residence T25615032J17Diagonal Hip Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:45 Page: 1 ID:sImMEk5jZKCtcOYN?YwzNuyUa_g-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 1612 =3x6 =3x6 =6x6 =1.5x4 6 5 4 1 2 3 1-7-4 1-7-4 2-4-12 4-0-0 0-2-12 1-7-4 1-4-8 1-4-8 2-4-12 4-0-08-3-62-11-68-3-6Scale = 1:54 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL)0.05 4-5 >612 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT)0.05 4-5 >610 180 BCLL 0.0 *Rep Stress Incr YES WB 0.13 Horz(CT)-0.80 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)3=46/ Mechanical, 4=6/ Mechanical, 5=228/0-5-8 Max Horiz 5=324 (LC 12) Max Uplift 3=-261 (LC 12), 4=-328 (LC 12), 5=-220 (LC 10) Max Grav 3=171 (LC 10), 4=229 (LC 10), 5=426 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-700/622, 1-2=-245/230, 2-3=-272/258 BOT CHORD 5-6=-70/76, 4-5=0/0 WEBS 2-5=-145/78, 1-5=-703/763 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 3-11-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Special provisions shall be made by the building designer to allow for -0.80in of horizontal movement due to live load and -0.80in due to total load. 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 3-06-00 tall by 2-00-00 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 261 lb uplift at joint 3, 328 lb uplift at joint 4 and 220 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615033J18Jack-Open 4 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:45 Page: 1 ID:k00SUPXlCovna56CFjCtPbyUa78-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 1612 =1.5x4 =3x6 =1.5x4 5 3 4 1 2 2-0-0 0-3-8 1-8-0 0-4-0 2-0-0 1-4-8 1-4-85-7-62-11-65-7-6Scale = 1:40.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL)0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT)0.00 4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.03 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 17 lb FT = 20% 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=77/ Mechanical, 3=-26/ Mechanical, 4=86/0-5-8 Max Horiz 2=98 (LC 12), 4=107 (LC 12) Max Uplift 2=-21 (LC 8), 3=-46 (LC 3), 4=-159 (LC 12) Max Grav 2=78 (LC 20), 3=33 (LC 12), 4=116 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)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 3-06-00 tall by 2-00-00 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 46 lb uplift at joint 3, 159 lb uplift at joint 4 and 21 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615034J19Corner Jack 2 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 E Jul 16 2021 Print: 8.430 E Jul 16 2021 MiTek Industries, Inc. Tue Oct 12 11:23:54 Page: 1 ID:S1kxs4Ugrmkjx44Bq5b9a2yUa5w-F?rChT8Agjtl7XUtsq2EaLFClvNr6HK3r60fpTyUKwa October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 11.31 12 =1.5x4 =3x5 =3x4 =1.5x4 NAILED NAILED 6 5 8 4 1 2 7 3 2-2-8 2-2-8 3-4-11 5-7-2 0-0-6 0-0-6 2-2-2 2-2-8 3-4-11 5-7-28-2-112-11-68-2-11Scale = 1:56 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL)0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT)0.01 4-5 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.09 Horz(CT)-0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 35 lb FT = 20% 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 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=74/ Mechanical, 4=22/ Mechanical, 5=210/0-7-12, 6=46/0-4-0 Max Horiz 6=325 (LC 8) Max Uplift 3=-107 (LC 8), 4=-34 (LC 4), 5=-691 (LC 8), 6=-234 (LC 6) Max Grav 3=96 (LC 13), 4=49 (LC 3), 5=418 (LC 13), 6=563 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-547/254, 1-2=-289/133, 2-3=-157/56 BOT CHORD 5-6=-279/144, 4-5=0/0 WEBS 2-5=-255/271, 1-5=-239/464 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch exposed 2-2-8 to 5-6-6 ; 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 3-06-00 tall by 2-00-00 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 234 lb uplift at joint 6, 107 lb uplift at joint 3, 34 lb uplift at joint 4 and 691 lb uplift at joint 5. 7)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 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 (lb/ft) Vert: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 7=-4 (F), 8=52 (F) Job Truss Truss Type Qty Ply Wade Residence T25615035J20Diagonal Hip Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:45 Page: 1 ID:36CnDdHGxx?BpCu963gQD3yUZxr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 2.12 12 =3x4 =3x4 NAILED NAILED NAILED NAILED 1 9 4 2 8 3 2-1-7 -2-1-7 5-7-2 5-7-2 5-7-21-7-150-3-141-3-12Scale = 1:30.1 Plate Offsets (X, Y):[2:0-4-13,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL)0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT)-0.07 4-7 >914 180 BCLL 0.0 *Rep Stress Incr NO WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=343/0-7-6, 3=117/ Mechanical, 4=65/ Mechanical Max Horiz 2=84 (LC 4) Max Uplift 2=-287 (LC 4), 3=-87 (LC 4), 4=-2 (LC 4) Max Grav 2=343 (LC 1), 3=117 (LC 1), 4=94 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-130/17 BOT CHORD 2-4=-11/117 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 87 lb uplift at joint 3, 287 lb uplift at joint 2 and 2 lb uplift at joint 4. 7)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 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 (lb/ft) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 9=-1 (F=0, B=0) Job Truss Truss Type Qty Ply Wade Residence T25615036J21Diagonal Hip Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:46 Page: 1 ID:FVuM5CdqLYXDAV1YlxA_LzyUZxP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 3 12 =2x5 =2x5 1 4 2 8 3 1-6-0 -1-6-0 2-0-0 2-0-0 2-0-01-2-20-3-140-9-14Scale = 1:20.6 Plate Offsets (X, Y):[2:0-0-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL)0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT)0.00 7 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=188/0-5-8, 3=28/ Mechanical, 4=14/ Mechanical Max Horiz 2=50 (LC 8) Max Uplift 2=-159 (LC 8), 3=-10 (LC 9) Max Grav 2=188 (LC 1), 3=28 (LC 1), 4=27 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-83/21 BOT CHORD 2-4=-20/73 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior (1) 1-5-9 to 1-11-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 159 lb uplift at joint 2 and 10 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615037J22Corner Jack 2 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:46 Page: 1 ID:FVuM5CdqLYXDAV1YlxA_LzyUZxP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 3 12 =2x5 3 1 7 2 4-0-0 4-0-01-3-140-3-141-3-14Scale = 1:18.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL)0.03 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT)-0.02 3-6 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 1 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=146/0-5-8, 2=91/ Mechanical, 3=55/ Mechanical Max Horiz 1=46 (LC 8) Max Uplift 1=-58 (LC 8), 2=-61 (LC 8), 3=-9 (LC 8) Max Grav 1=146 (LC 1), 2=91 (LC 1), 3=68 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-110/110 BOT CHORD 1-3=-154/104 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 3-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 58 lb uplift at joint 1, 61 lb uplift at joint 2 and 9 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Wade Residence T25615038J23Jack-Open 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:46 Page: 1 ID:JOI1FKpEp8Q5UpgQ7bxVS7yUZxA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 3 12 =3x4 =3x4 =1.5x4 =2x4 NAILED NAILED 1 6 3 2 4-0-0 4-0-01-3-140-3-141-3-14Scale = 1:22.8 Plate Offsets (X, Y):[1:0-4-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL)0.01 3-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT)-0.02 3-5 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 16 lb FT = 20% 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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=288/0-5-8, 3=405/ Mechanical Max Horiz 1=42 (LC 17) Max Uplift 1=-132 (LC 4), 3=-191 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-386/162, 2-3=-89/56 BOT CHORD 1-3=-189/364 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 132 lb uplift at joint 1 and 191 lb uplift at joint 3. 7)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 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 (lb/ft) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 5=-213 (B), 6=-212 (B) Job Truss Truss Type Qty Ply Wade Residence T25615039J24Jack-Closed Girder 1 1J210736-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Aug 16 2021 Print: 8.430 S Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 12:33:46 Page: 1 ID:NAPhN8QHFJI4YPwA_kLwuOyUZv4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f October 12,2021 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