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331 2nd St PPI24-0001 T32896976.J230611-R SSE Approved REV 2-23-2416023 Swingley Ridge Rd. Chesterfield, MO 63017 314.434.1200 MiTek, Inc. RE: J230611-R - Lally Residence Design Code: FBC2023/TPI2014Wind Code: ASCE 7-22 Wind Speed: 130 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.7 1 of 2 This package includes 48 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: Alesch Contracting Project Name: . Model: . Subdivision: .Address: 331 2nd St, . State: FLCity: Atlantic Beach Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: Chris Sabourin License #: 71461 Address: 235 9th Ave N., .City: Jacksonville Beach State: FL February 9,2024 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, 2025. 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 T32896976 A01 Date 2/9/242T32896977A022/9/243T32896978A032/9/244T32896979A042/9/245T32896980B012/9/246T32896981B022/9/247T32896982B032/9/248T32896983B042/9/249T32896984B052/9/2410T32896985C012/9/2411T32896986C022/9/2412T32896987D012/9/2413T32896988D022/9/2414T32896989D032/9/2415T32896990E012/9/2416T32896991E022/9/2417T32896992E032/9/2418T32896993E042/9/2419T32896994F012/9/2420T32896995F022/9/2421T32896996F032/9/2422T32896997F042/9/24 No.Seal#Truss Name 23 T32896998 F05 Date 2/9/2424T32896999F062/9/2425T32897000F072/9/2426T32897001F082/9/2427T32897002F092/9/2428T32897003F102/9/2429T32897004F112/9/2430T32897005F122/9/2431T32897006F132/9/2432T32897007F142/9/2433T32897008F152/9/2434T32897009F162/9/2435T32897010F172/9/2436T32897011F182/9/2437T32897012F192/9/2438T32897013F202/9/2439T32897014F212/9/2440T32897015F222/9/2441T32897016F232/9/2442T32897017F242/9/2443T32897018F252/9/2444T32897019FG012/9/24 16023 Swingley Ridge Rd. Chesterfield, MO 63017 314.434.1200 MiTek, Inc. RE: J230611-R - Lally Residence 2 of 2 Site Information: Lot/Block: . Customer Info: Alesch Contracting Project Name: . Model: . Subdivision: .Address: 331 2nd St, . State: FLCity: Atlantic Beach No.Seal#Truss Name 45 T32897020 J01 Date 2/9/2446T32897021J022/9/2447T32897022J032/9/2448T32897023J042/9/24 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 612 =3x5 =5x8 =3x4 =5x5 =5x5 =3x4 =5x8 =3x5 1 21 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 2 20 193 4 18 5 17 6 16 7 15 8 14 139 10 12 11 1-6-0 37-8-0 1-6-0 -1-6-0 1-9-7 36-2-0 1-9-7 1-9-7 16-3-9 18-1-0 16-3-9 34-4-9 36-2-09-9-80-4-30-3-80-3-80-11-61-2-147-9-149-0-12Scale = 1:69.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [2:0-1-8,Edge], [20:0-3-8,Edge], [20:0-1-8,Edge], [30:0-2-8,0-3-0] 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 0.23 Vert(LL)0.01 36-39 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT)-0.01 36-39 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.13 Horz(CT)0.01 40 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 230 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 - 11-29 Fasten (2X) T and I braces to narrow edge ofweb with 10d (0.131"x3") nails, 6in o.c.,with3in minimum end distance. Brace must cover 90% of web length. REACTIONS (size)2=36-2-0, 20=36-2-0, 22=36-2-0, 23=36-2-0, 24=36-2-0, 25=36-2-0, 26=36-2-0, 27=36-2-0, 28=36-2-0, 29=36-2-0, 30=36-2-0, 31=36-2-0, 32=36-2-0, 33=36-2-0, 34=36-2-0, 35=36-2-0, 36=36-2-0, 37=36-2-0, 40=36-2-0 Max Horiz 2=-252 (LC 10), 37=-252 (LC 10) Max Uplift 2=-122 (LC 12), 20=-131 (LC 12), 22=-85 (LC 12), 23=-71 (LC 12), 24=-74 (LC 12), 25=-74 (LC 12), 26=-73 (LC 12), 27=-78 (LC 12), 28=-67 (LC 12), 30=-67 (LC 12), 31=-77 (LC 12), 32=-73 (LC 12), 33=-73 (LC 12), 34=-75 (LC 12), 35=-67 (LC 12), 36=-94 (LC 12), 37=-122 (LC 12), 40=-131 (LC 12) Max Grav 2=228 (LC 23), 20=236 (LC 24), 22=256 (LC 18), 23=111 (LC 18), 24=162 (LC 18), 25=149 (LC 18), 26=153 (LC 18), 27=151 (LC 18), 28=158 (LC 18), 29=169 (LC 12), 30=161 (LC 17), 31=151 (LC 17), 32=153 (LC 17), 33=149 (LC 17), 34=163 (LC 17), 35=107 (LC 17), 36=268 (LC 23), 37=228 (LC 23), 40=236 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-4=-157/189, 4-5=-151/159, 5-6=-131/151, 6-7=-115/135, 7-8=-101/188, 8-9=-85/261, 9-10=-93/338, 10-11=-115/405, 11-12=-115/405, 12-13=-93/336, 13-14=-70/260, 14-15=-47/187, 15-16=-25/113, 16-17=-28/54, 17-18=-47/54, 18-20=-210/93, 20-21=0/41 BOT CHORD 2-36=-78/249, 35-36=-78/249, 34-35=-78/249, 33-34=-78/249, 32-33=-78/249, 31-32=-78/249, 29-31=-78/251, 28-29=-78/251, 27-28=-78/251, 26-27=-78/251, 25-26=-78/251, 24-25=-78/251, 23-24=-78/251, 22-23=-78/251, 20-22=-78/257 WEBS 11-29=-236/34, 10-30=-121/138,9-31=-110/154, 8-32=-113/147,7-33=-111/147, 6-34=-118/153, 5-35=-88/132,4-36=-179/206, 12-28=-118/138, 13-27=-111/154, 14-26=-112/147, 15-25=-111/147, 16-24=-117/152, 17-23=-89/135, 18-22=-174/200 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=36ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 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)All bearings are assumed to be SP No.2 . Job Truss Truss Type Qty Ply Lally Residence T32896976A01Common Supported Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:43 Page: 1 ID:XyYkzxh31RuxvKPc1rmSiby7nYZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 10)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 122 lb uplift at joint 2, 131 lb uplift at joint 20, 67 lb uplift at joint 30, 77 lb uplift at joint 31, 73 lb uplift at joint 32, 73 lb uplift at joint 33, 75 lb uplift at joint 34, 67 lb uplift at joint 35, 94 lb uplift at joint 36, 67 lb uplift at joint 28, 78 lb uplift at joint 27, 73 lb uplift at joint 26, 74 lb uplift at joint 25, 74 lb uplift at joint 24, 71 lb uplift at joint 23, 85 lb uplift at joint 22, 122 lb uplift at joint 2 and 131 lb uplift at joint 20. 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 Lally Residence T32896976A01Common Supported Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:43 Page: 2 ID:XyYkzxh31RuxvKPc1rmSiby7nYZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 612 =4x8 =2x4 =3x4 =4x4 =7x10 =6x6 =3x8 =3x4 =MT20HS 5x10 =5x8 =1.5x4 =3x4 =3x8 =6x6 =7x10 =4x4 =3x4 =2x4 =4x8 1 13 2 12 20 19 18 17 16 15 14 26 27 113 104 9521 6 8 7 10-1-0 1-6-14 37-8-14 1-6-14 -1-6-14 2-1-4 15-0-0 2-1-4 23-3-4 3-1-0 18-1-0 3-1-0 21-2-0 3-9-13 12-10-12 3-9-13 27-1-1 4-2-2 31-3-2 4-2-2 9-0-15 4-10-14 36-2-0 4-10-14 4-10-14 3-11-9 27-2-13 3-11-9 12-10-12 4-0-6 8-11-3 4-0-6 31-3-2 4-10-14 36-2-0 4-10-14 4-10-14 10-4-8 23-3-410-1-140-4-36-8-129-4-11Scale = 1:68.5 Plate Offsets (X, Y):[2:0-4-0,0-1-15], [4:0-5-0,0-3-4], [10:0-5-0,0-3-4], [12:0-4-0,0-1-15], [16:0-3-0,0-4-0], [18:0-3-0,0-4-0] 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 0.44 Vert(LL)-0.33 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT)-0.54 16-18 >807 180 MT20HS 187/143 BCLL 0.0*Rep Stress Incr YES WB 0.39 Horz(CT)0.07 12 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Attic -0.20 16-18 >635 360 Weight: 245 lb FT = 20% LUMBER TOP CHORD 2x6 SP DSS *Except* 4-1,10-13:2x4 SP 2250F 1.9E BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. JOINTS 1 Brace at Jt(s): 21 REACTIONS (size)2=0-5-8, 12=0-5-8 Max Horiz 2=259 (LC 11) Max Uplift 2=-537 (LC 12), 12=-537 (LC 12) Max Grav 2=1661 (LC 18), 12=1661 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-3214/964, 3-5=-2867/903, 5-6=-2115/773, 6-7=-19/256, 7-8=-19/256, 8-9=-2115/773, 9-11=-2865/903, 11-12=-3211/964, 12-13=0/40 BOT CHORD 2-20=-743/3017, 19-20=-743/3017, 18-19=-603/2694, 16-18=-425/2322, 15-16=-629/2498, 14-15=-770/2821, 12-14=-770/2821 WEBS 9-16=-125/1026, 5-18=-125/1027, 6-21=-2491/750, 8-21=-2491/750, 7-21=-30/102, 4-18=-688/315, 3-20=0/211, 3-19=-372/162, 4-19=-148/314, 10-16=-688/315, 10-15=-148/314, 11-15=-371/162, 11-14=0/211 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 -1-7-11 to 1-11-12, Zone1 1-11-12 to 18-1-0, Zone2 18-1-0 to 23-3-4, Zone1 23-3-4 to 37-9-11 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 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-18 8)All bearings are assumed to be SP No.2 . 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 537 lb uplift at joint 2 and 537 lb uplift at joint 12. 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896977A02Attic71J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:46 Page: 1 ID:hA6wNWurxgyzMSumFnYNdBy7nVi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 612 =4x8 =2x4 =3x4 =4x4 =7x10 =6x6 =3x8 =3x4 =MT20HS 5x10 =5x8 =1.5x4 =3x4 =3x8 =6x6 =7x10 =4x4 =3x4 =2x4 =4x8 1 2 12 19 18 17 16 15 14 13 25 26 3 11 104 9520 6 8 7 10-1-0 1-6-14 -1-6-14 2-1-4 15-0-0 2-1-4 23-3-4 3-1-0 21-2-0 3-1-0 18-1-0 3-9-13 27-1-1 3-9-13 12-10-12 4-2-2 31-3-2 4-2-2 9-0-15 4-10-14 4-10-14 4-10-14 36-2-0 3-11-9 27-2-13 3-11-9 12-10-12 4-0-6 31-3-2 4-0-6 8-11-3 4-10-14 4-10-14 4-10-14 36-2-0 10-4-8 23-3-410-1-140-4-36-8-129-4-11Scale = 1:66 Plate Offsets (X, Y):[2:0-4-0,0-1-15], [4:0-5-0,0-3-4], [10:0-5-0,0-3-4], [12:0-4-0,0-1-15], [15:0-3-0,0-4-0], [17:0-3-0,0-4-0] 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 0.44 Vert(LL)-0.33 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT)-0.53 15-17 >813 180 MT20HS 187/143 BCLL 0.0*Rep Stress Incr YES WB 0.39 Horz(CT)0.07 12 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Attic -0.20 15-17 >635 360 Weight: 243 lb FT = 20% LUMBER TOP CHORD 2x6 SP DSS *Except* 10-12,4-1:2x4 SP 2250F 1.9E BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing. JOINTS 1 Brace at Jt(s): 20 REACTIONS (size)2=0-5-8, 12= Mechanical Max Horiz 2=254 (LC 11) Max Uplift 2=-539 (LC 12), 12=-446 (LC 12) Max Grav 2=1659 (LC 18), 12=1579 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-3210/979, 3-5=-2864/917, 5-6=-2111/774, 6-7=-19/256, 7-8=-19/255, 8-9=-2112/788, 9-11=-2858/952, 11-12=-3203/1076 BOT CHORD 2-19=-811/3000, 18-19=-811/3000, 17-18=-669/2677, 15-17=-471/2304, 14-15=-660/2496, 13-14=-866/2815, 12-13=-866/2815 WEBS 9-15=-142/1024, 5-17=-125/1026, 6-20=-2487/773, 8-20=-2487/773, 7-20=-31/102, 3-19=0/211, 4-18=-148/314, 11-13=-20/206, 10-14=-156/312, 3-18=-371/162, 11-14=-368/244, 4-17=-689/306, 10-15=-687/316 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 -1-7-11 to 1-11-12, Zone1 1-11-12 to 18-1-0, Zone2 18-1-0 to 23-3-4, Zone1 23-3-4 to 36-1-4 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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 8)All bearings are assumed to be SP No.2 . 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 539 lb uplift at joint2 and 446 lb uplift at joint 12. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896978A03Attic111J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:46 Page: 1 ID:hA6wNWurxgyzMSumFnYNdBy7nVi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 612 =3x5 =5x8 =3x4 =5x5 =5x5 =3x4 =5x8 =3x5 1 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 2 20 3 19 4 18 5 17 6 16 7 15 8 14 139 10 12 11 1-6-0 -1-6-0 1-9-7 36-2-0 1-9-7 1-9-7 16-3-9 18-1-0 16-3-9 34-4-9 36-2-09-9-80-4-30-3-80-3-80-11-61-2-147-9-149-0-12Scale = 1:67.6 Plate Offsets (X, Y):[2:0-3-8,Edge], [2:0-1-8,Edge], [20:0-3-8,Edge], [20:0-1-8,Edge], [29:0-2-8,0-3-0] 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 0.20 Vert(LL)0.01 21-41 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT)-0.01 21-41 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.13 Horz(CT)0.01 20 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 228 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 - 11-28 Fasten (2X) T and I braces to narrow edge ofweb with 10d (0.131"x3") nails, 6in o.c.,with3in minimum end distance. Brace must cover 90% of web length. REACTIONS (size)2=36-2-0, 20=36-2-0, 21=36-2-0, 22=36-2-0, 23=36-2-0, 24=36-2-0, 25=36-2-0, 26=36-2-0, 27=36-2-0, 28=36-2-0, 29=36-2-0, 30=36-2-0, 31=36-2-0, 32=36-2-0, 33=36-2-0, 34=36-2-0, 35=36-2-0, 36=36-2-0, 39=36-2-0 Max Horiz 2=247 (LC 11), 36=247 (LC 11) Max Uplift 2=-113 (LC 12), 21=-132 (LC 12), 22=-50 (LC 12), 23=-80 (LC 12), 24=-72 (LC 12), 25=-73 (LC 12), 26=-77 (LC 12), 27=-68 (LC 12), 29=-68 (LC 12), 30=-77 (LC 12), 31=-73 (LC 12), 32=-73 (LC 12), 33=-75 (LC 12), 34=-68 (LC 12), 35=-91 (LC 12), 36=-113 (LC 12) Max Grav 2=228 (LC 23), 20=117 (LC 24), 21=293 (LC 18), 22=94 (LC 18), 23=166 (LC 18), 24=148 (LC 18), 25=153 (LC 18), 26=151 (LC 18), 27=159 (LC 18), 28=159 (LC 17), 29=161 (LC 17), 30=151 (LC 17), 31=153 (LC 17), 32=149 (LC 17), 33=163 (LC 17), 34=107 (LC 17), 35=268 (LC 23), 36=228 (LC 23), 39=117 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-4=-172/181, 4-5=-149/151, 5-6=-128/143, 6-7=-113/127, 7-8=-98/155, 8-9=-83/229, 9-10=-90/305, 10-11=-111/373, 11-12=-111/373, 12-13=-89/303, 13-14=-66/227, 14-15=-44/154, 15-16=-23/81, 16-17=-33/57, 17-18=-67/54, 18-20=-177/101 BOT CHORD 2-35=-76/205, 34-35=-76/205, 33-34=-76/205, 32-33=-76/205, 31-32=-76/205, 30-31=-76/205, 28-30=-76/206, 27-28=-76/206, 26-27=-76/206, 25-26=-76/206, 24-25=-76/206, 23-24=-76/206, 22-23=-76/206, 21-22=-76/206, 20-21=-76/206 WEBS 11-28=-209/28, 10-29=-121/139,9-30=-110/153, 8-31=-113/147,7-32=-111/147, 6-33=-118/152, 5-34=-88/133,4-35=-179/203, 12-27=-118/139, 13-26=-111/153, 14-25=-112/147, 15-24=-110/147, 16-23=-119/154, 17-22=-82/121, 18-21=-192/221 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=36ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 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)All bearings are assumed to be SP No.2 . Job Truss Truss Type Qty Ply Lally Residence T32896979A04Common Supported Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:47 Page: 1 ID:D0YymtUib7ceEC3WhlqAC6y7nNB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 10)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 113 lb uplift at joint 2, 68 lb uplift at joint 29, 77 lb uplift at joint 30, 73 lb uplift at joint 31, 73 lb uplift at joint 32, 75 lb uplift at joint 33, 68 lb uplift at joint 34, 91 lb uplift at joint 35, 68 lb uplift at joint 27, 77 lb uplift at joint 26, 73 lb uplift at joint 25, 72 lb uplift at joint 24, 80 lb uplift at joint 23, 50 lb uplift at joint 22, 132 lb uplift at joint 21 and 113 lb uplift at joint 2. 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 Lally Residence T32896979A04Common Supported Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:47 Page: 2 ID:D0YymtUib7ceEC3WhlqAC6y7nNB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 912 =6x8 =3x8 =3x8 =10x10 =4x8 =5x8 =10x10 =4x8 =10x10 =3x8 =3x8 =6x8 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 19 12 1121 22 10 23 9 24 825 2620 71 62 53 4 3-3-15 6-11-14 3-3-15 16-9-10 3-7-14 3-7-14 3-2-14 13-5-10 3-2-14 10-2-12 3-7-14 20-5-8 3-2-14 13-5-10 3-2-14 10-2-12 3-3-15 16-9-10 3-3-15 6-11-14 3-7-14 3-7-14 3-7-14 20-5-80-8-118-4-12Scale = 1:63.4 Plate Offsets (X, Y):[8:0-6-0,0-1-8], [9:0-3-8,0-6-4], [10:0-5-0,0-6-0], [11:0-3-8,0-6-4], [12:0-6-0,0-1-8] 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 0.17 Vert(LL)-0.09 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT)-0.17 10-11 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.93 Horz(CT)0.05 7 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 371 lb FT = 20% LUMBER TOP CHORD 2x6 SP DSS BOT CHORD 2x8 SP DSS WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-5-8, 7=0-5-8, (req. 0-5-15) Max Horiz 1=223 (LC 7) Max Uplift 1=-2515 (LC 8), 7=-2998 (LC 8) Max Grav 1=8421 (LC 13), 7=10095 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-11598/3483, 2-3=-9667/2961, 3-4=-7570/2394, 4-5=-7570/2394, 5-6=-9737/2981, 6-7=-12242/3668 BOT CHORD 1-12=-2712/9375, 11-12=-2712/9375, 9-11=-2207/7801, 8-9=-2872/9770, 7-8=-2872/9770 WEBS 4-10=-2665/8557, 5-10=-3176/1022, 5-9=-1179/4046, 6-9=-2746/879, 6-8=-867/3074, 3-10=-3079/994, 2-12=-657/2354, 2-11=-2080/687, 3-11=-1141/3913 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 - 2 rows staggered at 0-7-0 oc, Except member 5-9 2x4 - 1 row at 0-8-0 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 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; 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 forverifying applied roof live load shown covers rain loadingrequirements 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)WARNING: Required bearing size at joint(s) 7 greater than input bearing size. 9)All bearings are assumed to be SP No.2 . 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2515 lb uplift at joint 1 and 2998 lb uplift at joint 7. 11)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 1-7-4 from the left end to 19-11-4 to connect truss(es) to back face of bottom chord. 12)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, 13-16=-20 Concentrated Loads (lb) Vert: 9=-1366 (B), 12=-1366 (B), 18=-1371 (B), 19=-1366 (B), 20=-1366 (B), 21=-1366 (B), 22=-1366 (B), 23=-1366 (B), 24=-1366 (B), 25=-1366 (B), 26=-1366 (B) Job Truss Truss Type Qty Ply Lally Residence T32896980B01Common Girder 1 2J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:47 Page: 1 ID:ul0KOIUCkpPEXZAEruHtOvy7nKc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 912 =3x8 =3x4 =2x4 =3x5 =3x4 =3x6 =5x8 =5x5 =4x8 =1.5x4 =5x5 =3x6 =3x4 =3x5 =2x4 =3x4 =3x8 1311817161514 2 12 3 11 4 10 5 9 6 19 8 7 8-1-0 1-6-0 -1-6-0 1-6-0 21-11-8 1-8-5 10-2-12 1-8-5 11-11-1 2-5-15 14-5-0 2-5-15 8-6-7 2-10-15 6-0-8 2-10-15 17-3-15 3-1-9 20-5-8 3-1-9 3-1-9 2-10-15 6-0-8 2-10-15 17-3-15 3-1-9 20-5-8 3-1-9 3-1-9 8-4-8 14-5-09-1-150-8-116-1-128-4-12Scale = 1:62.3 Plate Offsets (X, Y):[2:0-4-8,0-0-8], [6:0-1-9,Edge], [8:0-1-9,Edge], [12:0-4-8,0-0-8] 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 0.85 Vert(LL)-0.27 15-17 >900 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT)-0.42 15-17 >570 180 BCLL 0.0*Rep Stress Incr YES WB 0.19 Horz(CT)0.02 2 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Attic -0.12 15-17 >863 360 Weight: 135 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 1-6-0, Right 2x4 SP No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 12=0-5-8 Max Horiz 2=-257 (LC 10) Max Uplift 2=-338 (LC 12), 12=-338 (LC 12) Max Grav 2=1051 (LC 18), 12=1051 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/59, 2-4=-1076/318, 4-5=-1272/343, 5-6=-802/337, 6-7=-44/338, 7-8=-44/338, 8-9=-802/337, 9-10=-1271/343, 10-12=-1077/318, 12-13=0/59 BOT CHORD 2-18=-121/1067, 17-18=-121/1067, 15-17=-23/935, 14-15=-157/887, 12-14=-157/887 WEBS 9-15=-30/677, 5-17=-30/677, 6-19=-1242/446, 8-19=-1242/446, 7-19=-7/23, 4-18=-406/88, 4-17=-225/181, 10-14=-408/88, 10-15=-228/181 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 -1-7-1 to 1-4-15, Zone1 1-4-15 to 10-2-12, Zone2 10-2-12 to 14-5-0, Zone1 14-5-0 to 22-0-9 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 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 bottomchord 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 (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 7)All bearings are assumed to be SP No.2 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 338 lb uplift at joint 2 and 338 lb uplift at joint 12. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896981B02Attic41J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:48 Page: 1 ID:vxTPiDh4dMLcSIs2?gHw7Jy8inF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 912 =5x5 =2x4 =3x6 =2x4 =3x6 =3x4 =2x4 =2x4 =4x8 =4x4 =2x4 =2x4 =2x4 =2x4 =3x4 =5x5 17127262524232221201918 162 363515143 134 5 6 12 7 118 28 10 9 0-6-10 6-0-8 1-6-0 -1-6-0 1-6-0 21-11-8 1-2-10 10-2-12 1-2-10 11-5-6 1-7-3 20-5-8 2-11-10 14-5-0 2-11-10 9-0-2 4-5-5 18-10-5 5-5-14 5-5-14 3-4-12 14-5-0 4-11-12 11-0-4 6-0-8 20-5-8 6-0-8 6-0-88-9-90-8-112-11-00-5-80-5-81-5-91-11-12-11-04-10-13-2-48-0-6Scale = 1:58.7 Plate Offsets (X, Y):[3:0-0-11,0-1-4], [4:0-0-11,0-1-4] 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 0.35 Vert(LL)0.08 25-26 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT)-0.12 25-26 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.12 Horz(CT)0.02 2 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 152 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 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 16=9-7-0, 18=9-7-0, 19=9-7-0, 20=9-7-0, 21=9-7-0, 22=0-3-8, 32=9-7-0 Max Horiz 2=248 (LC 11) Max Uplift 2=-350 (LC 12), 16=-225 (LC 12), 18=-57 (LC 8), 19=-97 (LC 12), 20=-139 (LC 12), 21=-782 (LC 18), 22=-139 (LC 12), 32=-225 (LC 12) Max Grav 2=848 (LC 18), 16=595 (LC 18),18=185 (LC 19), 19=174 (LC 19),20=258 (LC 19), 21=286 (LC 12), 22=668 (LC 18), 32=595 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/59, 2-3=-713/224, 3-4=-704/279, 4-6=-599/273, 6-7=-698/412, 7-8=-508/354, 8-9=-40/99, 9-10=-34/86, 10-11=-520/360, 11-12=-795/468, 12-13=-790/375, 13-14=-815/306, 14-16=-787/224, 16-17=0/51 BOT CHORD 2-27=-127/671, 26-27=-84/671, 25-26=-84/671, 24-25=-84/671, 22-24=-84/671, 21-22=-84/671,20-21=-84/671, 19-20=-84/671,18-19=-84/671, 16-18=-84/671 WEBS 12-20=-158/158, 6-25=-265/215, 8-28=-700/498, 10-28=-700/498, 9-28=-14/21, 7-24=-103/230, 4-26=-17/103, 3-27=-70/84, 11-21=-188/361, 13-19=-113/101, 14-18=-156/119 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust)Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft;B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;MWFRS (directional) and C-C Zone3 -1-7-1 to 1-4-15,Zone1 1-4-15 to 10-2-12, Zone2 10-2-12 to 14-5-0, Zone1 14-5-0 to 22-0-9 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 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, with BCDL = 10.0psf. 9)All bearings are assumed to be SP No.2 . 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 lb uplift at joint 2, 139 lb uplift at joint 20, 225 lb uplift at joint 16, 782 lb uplift at joint 21, 97 lb uplift at joint 19, 57 lb uplift at joint 18, 139 lb uplift at joint 22 and 225 lb uplift at joint 16. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896982B03Attic Structural Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:48 Page: 1 ID:Dm5xsGQ3U3wIcDl6jyXTR1y7nAN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 912 =3x8 =3x4 =4x4 =1.5x4 =3x4 =3x8 718 62 531718 4 1-6-0 -1-6-0 1-6-0 12-10-0 5-8-0 11-4-0 5-8-0 5-8-0 5-8-0 11-4-0 5-8-0 5-8-05-8-140-8-114-11-11Scale = 1:39.1 Plate Offsets (X, Y):[2:0-4-5,Edge], [6:0-4-5,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 0.41 Vert(LL)0.04 8-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT)-0.05 8-11 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.05 Horz(CT)-0.01 2 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 55 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, Right 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 (size)2=0-5-8, 6=0-5-8 Max Horiz 2=-158 (LC 10) Max Uplift 2=-235 (LC 12), 6=-235 (LC 12) Max Grav 2=505 (LC 1), 6=505 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/51, 2-4=-417/300, 4-6=-417/300, 6-7=0/51 BOT CHORD 2-8=-141/309, 6-8=-186/309 WEBS 4-8=-46/241 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 -1-7-1 to 1-4-15, Zone1 1-4-15 to 5-8-0, Zone2 5-8-0 to 9-10-15, Zone1 9-10-15 to 12-11-1 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)All bearings are assumed to be SP No.2 . 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 lb uplift at joint 2 and 235 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896983B04Common11J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:48 Page: 1 ID:d9MMBj3xmfjd5WtVtIV8dQy7n9X-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 912 =5x5 =2x4 =3x6 =2x4 =1.5x4 =2x4 =4x4 =2x4 =1.5x4 =2x4 =3x6 =5x5 111 16 15 14 13 12 102 8493 75 6 1-6-0 -1-6-0 1-6-0 12-10-0 1-7-3 11-4-0 1-7-3 1-7-3 4-0-13 9-8-13 4-0-13 5-8-0 5-8-0 11-4-0 5-8-0 5-8-05-4-80-8-110-5-80-5-81-5-91-11-12-8-44-7-5Scale = 1:37.5 Plate Offsets (X, Y):[3:0-0-11,0-1-4], [9:0-0-11,0-1-4] 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 0.33 Vert(LL)0.01 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT)-0.01 14-15 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.04 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 75 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 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 (size)2=2-8-12, 10=2-8-12, 12=2-8-12, 16=2-8-12, 17=2-8-12, 20=2-8-12 Max Horiz 2=-147 (LC 10), 17=-147 (LC 10) Max Uplift 2=-119 (LC 12), 10=-119 (LC 12), 12=-116 (LC 12), 16=-116 (LC 12), 17=-119 (LC 12), 20=-119 (LC 12) Max Grav 2=259 (LC 1), 10=259 (LC 1), 12=281 (LC 18), 16=286 (LC 17), 17=259 (LC 1), 20=259 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/51, 2-3=-235/31, 3-5=-267/137, 5-6=-258/228, 6-7=-258/230, 7-9=-267/139, 9-10=-231/33, 10-11=0/51 BOT CHORD 2-16=-30/219, 15-16=0/219, 14-15=0/219, 13-14=0/219, 12-13=0/219, 10-12=-28/219 WEBS 6-14=-141/186, 5-15=-112/174, 3-16=-177/194, 7-13=-111/173, 9-12=-177/195 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 -1-7-1 to 1-8-0, Zone1 1-8-0 to 5-8-0, Zone2 5-8-0 to 9-8-0, Zone1 9-8-0 to 12-11-1 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 forverifying applied roof live load shown covers rain loadingrequirements specific to the use of this truss component. 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)All bearings are assumed to be SP No.2 . 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 2, 119 lb uplift at joint 10, 116 lb uplift at joint 16, 116 lb uplift at joint 12, 119 lb uplift at joint 2 and 119 lb uplift at joint 10. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896984B05Common Structural Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:49 Page: 1 ID:?CGyWhyja5wGMkyXf7JF5py7n8O-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3.512 =3x4 =3x4 =2x4 =7x10 =4x10 =2x4 =7x10 =7x10 =4x10 =2x4 =7x10 =2x4 =3x4 =3x4 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 9182 14 31 32 1333 34 35 12 36 37 3811 39 40 10 422 23 24 5 25 26 276 2821 2920 30193 7 1-6-0 -1-6-0 1-6-0 36-2-0 5-7-2 17-4-0 5-7-2 22-11-2 5-8-14 11-8-14 5-8-14 28-8-0 6-0-0 6-0-0 6-0-0 34-8-0 5-7-2 28-6-4 5-7-2 11-8-14 5-7-2 22-11-2 5-7-2 17-4-0 6-1-12 6-1-12 6-1-12 34-8-02-5-140-3-142-0-14Scale = 1:64.5 Plate Offsets (X, Y):[2:0-3-4,Edge], [3:0-2-4,0-4-0], [5:0-5-0,0-4-8], [7:0-2-4,0-4-0], [8:0-3-4,Edge], [12:0-5-0,0-4-8] 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 0.43 Vert(LL)0.67 12 >616 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT)-0.69 12 >597 180 BCLL 0.0*Rep Stress Incr NO WB 0.36 Horz(CT)0.08 8 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 595 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7:2x6 SP DSS BOT CHORD 2x6 SP DSS 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 (size)2=0-3-8, 8=0-3-8 Max Horiz 2=-31 (LC 6) Max Uplift 2=-1929 (LC 8), 8=-1929 (LC 8) Max Grav 2=2468 (LC 1), 8=2468 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 2-3=-7775/6013, 3-4=-11984/9288, 4-6=-11981/9285, 6-7=-11984/9288, 7-8=-7775/6013, 8-9=0/26 BOT CHORD 2-14=-5692/7429, 13-14=-5732/7476, 11-13=-10386/13531, 10-11=-5732/7476, 8-10=-5692/7429 WEBS 3-14=-473/608, 3-13=-3602/4776, 4-13=-665/443, 5-13=-1640/1263, 5-12=-307/464, 5-11=-1640/1261, 6-11=-665/444, 7-11=-3602/4776, 7-10=-473/608 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, Except member 3-14 2x4 - 2 rows staggered at 0-7-0 oc, Except member 7-10 2x4 - 2 rows staggered at 0-7-0 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 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Building Designer / Project engineer responsible forverifying applied roof live load shown covers rain loadingrequirements 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)All bearings are assumed to be SP No.2 . 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1929 lb uplift at joint 2 and 1929 lb uplift at joint 8. 11)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nailsper NDS guidelines. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 148 lb up at 6-0-0, and 131 lb down and 148 lb up at 28-8-0 on top chord, and 279 lb down and 261 lb up at 6-0-0, and 279 lb down and 261 lb up at 28-6-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-85 (B), 7=-85 (B), 14=-279 (B), 5=-77 (B), 12=-58 (B), 10=-279 (B), 19=-77 (B), 20=-77 (B), 22=-77 (B), 23=-77 (B), 24=-77 (B), 25=-77 (B), 26=-77 (B), 27=-77 (B), 29=-77 (B), 30=-77 (B), 31=-58 (B), 32=-58 (B), 33=-58 (B), 34=-58 (B), 35=-58 (B), 36=-58 (B), 37=-58 (B), 38=-58 (B), 39=-58 (B), 40=-58 (B) Job Truss Truss Type Qty Ply Lally Residence T32896985C01Hip Girder 1 3J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:50 Page: 1 ID:uyLiFrJPoz6qypaqPiriYvy7mZn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3.512 =3x5 =1.5x4 =3x4 =4x4 =3x8 =1.5x4 =3x8 =1.5x4 =5x8 =3x8 =1.5x4 =3x8 =4x4 =3x4 =1.5x4 =3x5 111 18 17 16 15 14 13 12 33 343132 102 3025262993 842756728 1-6-0 -1-6-0 1-6-0 36-2-0 3-6-3 30-2-3 3-6-3 8-0-0 4-7-2 17-4-0 4-7-2 21-11-2 4-5-13 4-5-13 4-5-13 34-8-0 4-8-14 12-8-14 4-8-14 26-8-0 3-7-15 8-1-12 3-7-15 30-2-3 4-5-13 4-5-13 4-5-13 34-8-0 4-7-2 26-6-4 4-7-2 12-8-14 4-7-2 21-11-2 4-7-2 17-4-03-0-140-3-142-7-14Scale = 1:64.7 Plate Offsets (X, Y):[15:0-4-0,0-3-0] 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 0.53 Vert(LL)0.45 14-15 >922 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT)-0.41 15 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.13 Horz(CT)-0.09 10 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 333 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 4-8:2x4 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-10 oc bracing. REACTIONS (size)2=0-3-8, 10=0-3-8 Max Horiz 2=40 (LC 11) Max Uplift 2=-1034 (LC 12), 10=-1034 (LC 12) Max Grav 2=1366 (LC 1), 10=1366 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/23, 2-3=-3829/5444, 3-4=-3490/4887, 4-5=-3378/4785, 5-6=-4697/6444, 6-7=-4697/6444, 7-8=-3378/4785, 8-9=-3490/4887, 9-10=-3829/5444, 10-11=0/23 BOT CHORD 2-18=-5165/3649, 17-18=-5165/3649, 16-17=-5973/4372, 14-16=-5973/4372, 13-14=-5964/4372, 12-13=-5173/3649, 10-12=-5173/3649 WEBS 4-17=-1179/748, 8-13=-1179/748, 6-15=-239/144, 5-15=-500/441, 7-13=-1204/1493, 7-14=-306/179, 7-15=-500/441, 5-16=-305/179, 5-17=-1204/1493, 3-17=-343/648, 3-18=-220/118, 9-13=-343/648, 9-12=-220/118 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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 forthis design.4)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 -1-6-8 to 1-11-2, Zone1 1-11-2 to 8-0-0, Zone2 8-0-0 to 12-8-14, Zone1 12-8-14 to 26-8-0, Zone2 26-8-0 to 31-6-13, Zone1 31-6-13 to 36-2-8 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 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 20.0psfon the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)All bearings are assumed to be SP No.2 . 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1034 lb uplift at joint 2 and 1034 lb uplift at joint 10. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896986C02Hip12J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:50 Page: 1 ID:GYI9jQbXbrbeHFFOBgGnOTy7mY6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 912 =4x16 =5x8 =4x4 =5x8 =4x16 1 13 20 19 18 17 16 15 14 2 12 3 11 4 10 5 9 6 8 7 1-6-0 16-6-0 1-6-0 -1-6-0 1-7-3 1-7-3 1-7-3 15-0-0 5-10-13 13-4-13 5-10-13 7-6-0 15-0-06-9-01-2-50-9-150-9-151-6-122-4-114-0-126-5-7Scale = 1:44.3 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-5-0,0-2-5], [11:0-5-0,0-2-5], [12:0-3-8,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 0.25 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.11 Horz(CT)0.00 12 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 106 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 1-9-9, Right 2x6 SP No.2 -- 1-9-9 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=15-0-0, 12=15-0-0, 14=15-0-0, 15=15-0-0, 16=15-0-0, 17=15-0-0, 18=15-0-0, 19=15-0-0, 20=15-0-0 Max Horiz 2=187 (LC 11) Max Uplift 2=-67 (LC 12), 12=-67 (LC 12), 14=-81 (LC 8), 15=-100 (LC 12), 16=-99 (LC 12), 18=-99 (LC 12), 19=-100 (LC 12), 20=-80 (LC 12) Max Grav 2=201 (LC 1), 12=201 (LC 1), 14=120 (LC 18), 15=162 (LC 18), 16=171 (LC 18), 17=129 (LC 17), 18=173 (LC 17), 19=162 (LC 17),20=89 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-142/120, 3-5=-127/106, 5-6=-99/117, 6-7=-128/248, 7-8=-128/248, 8-9=-64/117, 9-11=-76/39, 11-12=-121/81, 12-13=0/39 BOT CHORD 2-20=-84/220, 19-20=-92/226, 18-19=-92/226, 17-18=-92/226, 16-17=-92/226, 15-16=-92/226, 14-15=-92/226, 12-14=-89/225 WEBS 7-17=-172/52, 6-18=-137/202, 5-19=-133/201, 3-20=-142/148,8-16=-136/202, 9-15=-133/201,11-14=-142/149 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed;MWFRS (directional) and C-C Zone3 zone; cantileverleft and right exposed ;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plategrip 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)All bearings are assumed to be SP No.2 . 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 2, 67 lb uplift at joint 12, 99 lb uplift at joint 18, 100 lb uplift at joint 19, 80 lb uplift at joint 20, 99 lb uplift at joint 16, 100 lb uplift at joint 15 and 81 lb uplift at joint 14. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896987D01Common Supported Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:51 Page: 1 ID:x5Mp2HD0jDp?CRmvq18R80y7mUk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 912 =4x10 =5x5 =3x6 =3x6 =5x5 =3x5 =5x5 =3x6 =3x6 =5x5 =4x10 1 12 11 2 10 3 9 2148 5 7 6 8-1-0 1-6-0 -1-6-0 1-0-6 7-6-0 1-0-6 8-6-6 3-1-14 11-8-4 3-1-14 6-5-10 3-3-12 3-3-12 3-3-12 15-0-0 3-3-12 3-3-12 3-3-12 15-0-0 8-4-8 11-8-47-1-61-2-55-0-126-9-13Scale = 1:58 Plate Offsets (X, Y):[2:0-6-7,0-0-1], [5:0-1-9,Edge], [6:0-2-8,Edge], [7:0-1-9,Edge], [10:0-6-7,0-0-1] 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 0.80 Vert(LL)-0.26 11-12 >690 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT)-0.39 11-12 >467 180 BCLL 0.0*Rep Stress Incr YES WB 0.18 Horz(CT)0.04 2 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Attic -0.14 11-12 >726 360 Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x8 SP No.2 -- 2-0-0, Right 2x8 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 (size)2=0-5-8, 10=0-5-8 Max Horiz 2=188 (LC 11) Max Uplift 2=-263 (LC 12), 10=-171 (LC 12) Max Grav 2=872 (LC 18), 10=786 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/51, 2-4=-958/280, 4-5=-607/313, 5-6=-143/469, 6-7=-115/470, 7-8=-604/331, 8-10=-952/294 BOT CHORD 2-12=-96/649, 11-12=-92/649, 10-11=-120/649 WEBS 8-11=0/627, 4-12=0/628, 5-7=-1137/556 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 -1-7-1 to 1-4-15, Zone1 1-4-15 to 7-6-0, Zone2 7-6-0 to 11-8-4, Zone1 11-8-4 to 15-0-0 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)Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 7)All bearings are assumed to be SP No.2 . 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 171 lb uplift at joint10 and 263 lb uplift at joint 2. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896988D02Attic61J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:51 Page: 1 ID:?FHvmDc5B2rS1MD3imjxRmy7mUE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 912 =4x10 =5x5 =3x6 =3x6 =5x5 =3x4 =5x5 =3x6 =3x4 =3x8 =2x4 1 12 11 10 2 93 4 817 5 7 6 8-1-0 1-6-0 -1-6-0 1-0-6 7-6-0 1-0-6 8-6-6 3-1-14 11-8-4 3-1-14 6-5-10 2-8-12 14-5-0 3-3-12 3-3-12 2-8-12 14-5-0 3-3-12 3-3-12 8-4-8 11-8-47-1-61-2-51-7-95-0-126-9-13Scale = 1:58 Plate Offsets (X, Y):[2:0-6-7,0-0-1], [5:0-1-9,Edge], [6:0-2-0,Edge], [7:0-1-9,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 0.76 Vert(LL)-0.24 11-12 >712 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT)-0.35 11-12 >488 180 BCLL 0.0*Rep Stress Incr YES WB 0.16 Horz(CT)0.05 2 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Attic -0.14 11-12 >737 360 Weight: 88 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x8 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 10= Mechanical Max Horiz 2=180 (LC 11) Max Uplift 2=-253 (LC 12), 10=-161 (LC 12) Max Grav 2=834 (LC 18), 10=770 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/51, 2-4=-864/255, 4-5=-551/302, 5-6=-126/432, 6-7=-94/421, 7-8=-566/325, 8-9=-856/243, 9-10=-918/280 BOT CHORD 2-12=-109/587, 11-12=-100/587, 10-11=-47/78 WEBS 8-11=0/455, 4-12=0/581, 5-7=-1013/524, 9-11=-59/601 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 -1-7-1 to 1-4-15, Zone1 1-4-15 to 7-6-0, Zone2 7-6-0 to 11-8-4, Zone1 11-8-4 to 14-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 7)All bearings are assumed to be SP No.2 . 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 2 and 161 lb uplift at joint 10. 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896989D03Attic51J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:51 Page: 1 ID:3DoHBcc9eYIgV7304hiPIGy7mSx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 212 =3x6 =3x4 =1.5x4 =3x8 =6x6 =3x4 11 5 12 4 1 9 2 10 3 5-4-1 12-1-13 6-9-12 6-9-12 5-4-1 12-1-13 6-9-12 6-9-122-4-20-3-132-4-20-3-13Scale = 1:30.5 Plate Offsets (X, Y):[1:0-3-4,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 0.57 Vert(LL)0.33 5-8 >443 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT)0.29 5-8 >499 180 BCLL 0.0*Rep Stress Incr YES WB 0.64 Horz(CT)-0.04 4 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 48 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E 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 2-2-0 oc bracing. REACTIONS (size)1=0-3-8, 4= Mechanical Max Horiz 1=107 (LC 8) Max Uplift 1=-396 (LC 8), 4=-414 (LC 8) Max Grav 1=444 (LC 1), 4=444 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1355/2598, 2-3=-62/72, 3-4=-112/202 BOT CHORD 1-5=-2669/1327, 4-5=-2669/1327 WEBS 2-5=-564/253, 2-4=-1323/2665 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft;B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;MWFRS (directional) and C-C Zone3 0-0-0 to 3-0-0,Zone1 3-0-0 to 12-0-1 zone; cantilever left and rightexposed ; porch left and right exposed;C-C for membersand forces & MWFRS for reactions shown; LumberDOL=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)All bearings are assumed to be SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 396 lb uplift at joint 1 and 414 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896990E01Monopitch11J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:52 Page: 1 ID:sYgHpjaSi7In?wsHUM75G8y7mP5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 212 =4x16 =1.5x4 =3x8 =6x6 =3x4 1 7 2 6 12 5 11 8 3 9 10 4 1-6-0 -1-6-0 5-4-0 12-1-13 6-9-13 6-9-13 5-4-0 12-1-13 6-9-13 6-9-132-6-140-3-132-4-2Scale = 1:28.4 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 0.85 Vert(LL)0.30 2-6 >474 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT)0.26 2-6 >541 180 BCLL 0.0*Rep Stress Incr YES WB 0.60 Horz(CT)-0.04 5 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-SH Weight: 50 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 4-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-6-2 oc bracing. REACTIONS (size)2=0-3-8, 5= Mechanical Max Horiz 2=122 (LC 8) Max Uplift 2=-509 (LC 8), 5=-407 (LC 9) Max Grav 2=535 (LC 1), 5=432 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-3=-1306/2511, 3-4=-65/74, 4-5=-112/206 BOT CHORD 2-6=-2585/1257, 5-6=-2585/1257 WEBS 3-6=-574/264, 3-5=-1250/2537 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 -1-6-5 to 1-5-11, Zone1 1-5-11 to 12-0-1 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)All bearings are assumed to be SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 407 lb uplift at joint 5 and 509 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896991E02Monopitch41J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:52 Page: 1 ID:aHsLcaKjLt_7qI10ZgjPF0y7mO8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 212 =4x16 =1.5x4 =3x6 =6x6 =3x4 1 2 9 6 10 5 7 3 8 4 1-6-0 -1-6-0 3-10-14 9-1-12 5-2-14 5-2-14 3-10-14 9-1-12 5-2-14 5-2-142-0-130-3-131-10-1Scale = 1:23.8 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 0.67 Vert(LL)0.15 2-6 >710 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT)0.13 2-6 >792 180 BCLL 0.0*Rep Stress Incr YES WB 0.38 Horz(CT)-0.02 5 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-SH Weight: 38 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 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-4-12 oc bracing. REACTIONS (size)2=0-3-8, 5= Mechanical Max Horiz 2=99 (LC 8) Max Uplift 2=-413 (LC 8), 5=-300 (LC 9) Max Grav 2=426 (LC 1), 5=319 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-3=-882/2137, 3-4=-52/84, 4-5=-85/201 BOT CHORD 2-6=-2207/845, 5-6=-2207/845 WEBS 3-5=-834/2147, 3-6=-496/190 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 -1-6-5 to 1-5-11, Zone1 1-5-11 to 9-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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)All bearings are assumed to be SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 lb uplift at joint 5 and 413 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896992E03Monopitch51J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:52 Page: 1 ID:jPIplvjsGCTo7zJ6oJHNPGy7mML-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 212 =4x10 =3x4 =3x4 =3x6 =2x5 =1.5x4 =1.5x4 1 6 5 2 3 4 1-6-0 -1-6-0 2-11-8 2-11-8 6-2-4 9-1-12 9-1-121-9-50-3-131-6-90-3-80-3-80-6-30-9-11Scale = 1:27.3 Plate Offsets (X, Y):[2:0-0-12,0-1-13], [2:0-1-14,1-1-11], [2:0-0-8,0-1-12] 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 0.48 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.15 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 2-4:2x4 SP 2250F 1.9E 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 9-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=9-1-12, 5=9-1-12, 6=9-1-12, 7=9-1-12 Max Horiz 2=125 (LC 8), 7=125 (LC 8) Max Uplift 2=-430 (LC 8), 5=-189 (LC 1), 6=-505 (LC 9), 7=-430 (LC 8) Max Grav 2=428 (LC 1), 5=166 (LC 9), 6=693 (LC 1), 7=428 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-175/82, 3-4=-44/30, 4-5=-180/93 BOT CHORD 2-6=-60/72, 5-6=-46/72 WEBS 3-6=-416/864 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 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 20.0psfon 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)All bearings are assumed to be SP No.2 . 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 430 lb uplift at joint 2, 189 lb uplift at joint 5, 505 lb uplift at joint 6 and 430 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896993E04Monopitch Supported Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:52 Page: 1 ID:zmWn2s3U7JS2x1JSo7mPPgy7mKc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP =3x6 =3x3 =3x3 =3x3 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 391 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 0-1-8 1-0-4 22-4-12 22-4-122-0-02-0-0Scale = 1:40.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [39:0-1-8,0-0-12] 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 FBC2023/TPI2014 Matrix-MSH Weight: 121 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 (size)20=22-4-12, 21=22-4-12, 22=22-4-12, 23=22-4-12, 24=22-4-12, 25=22-4-12, 26=22-4-12, 27=22-4-12, 28=22-4-12, 29=22-4-12, 30=22-4-12, 31=22-4-12, 32=22-4-12, 34=22-4-12, 35=22-4-12, 36=22-4-12, 37=22-4-12, 38=22-4-12 Max Grav 20=37 (LC 1), 21=138 (LC 1), 22=149 (LC 1), 23=146 (LC 1), 24=147 (LC 1), 25=147 (LC 1), 26=147 (LC 1), 27=147 (LC 1), 28=147 (LC 1), 29=147 (LC 1), 30=147 (LC 1), 31=147 (LC 1), 32=147 (LC 1), 34=147 (LC 1), 35=147 (LC 1), 36=146 (LC 1), 37=154 (LC 1), 38=46 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-38=-44/0, 19-20=-33/0, 1-2=-1/0, 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, 13-15=0/0, 15-16=0/0, 16-17=0/0, 17-18=0/0, 18-19=0/0 BOT CHORD 37-38=0/0, 36-37=0/0, 35-36=0/0, 34-35=0/0, 32-34=0/0, 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 WEBS 2-37=-140/0, 3-36=-133/0, 4-35=-133/0, 5-34=-133/0, 6-32=-133/0, 7-31=-133/0, 8-30=-133/0, 9-29=-133/0, 10-28=-133/0, 11-27=-133/0, 12-26=-133/0, 13-25=-133/0, 15-24=-133/0, 16-23=-133/0, 17-22=-136/0, 18-21=-125/0, 2-38=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)All bearings are assumed to be SP No.2 . 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 Job Truss Truss Type Qty Ply Lally Residence T32896994F01Floor Supported Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:53 Page: 1 ID:yNlMXEp?Z3zIbQr_JAJZqYy7mET-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) MT20HS 3x8 FP 3x6 FP=1.5x4 =1.5x4 =3x6 =4x8 =4x8 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =4x8 =1.5x4 =4x8 =3x6 =3x3 18 17 16 15 14 13 12 191 2 3 4 5 6 7 8 9 10 11 0-1-8 1-11-0 2-5-4 0-11-8 11-2-8 0-11-8 12-2-0 10-3-0 10-3-0 10-3-0 22-5-02-0-02-0-0Scale = 1:40.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [14:0-1-8,Edge], [15:0-1-8,Edge], [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 0.50 Vert(LL)-0.30 13-14 >895 480 MT20HS 187/143 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(CT)-0.38 13-14 >693 360 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT)0.07 12 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 123 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 (size)12=0-5-4, 18=0-5-4 Max Grav 12=1219 (LC 1), 18=1213 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-100/0, 11-12=-102/0, 1-2=-3/0, 2-3=-2575/0, 3-4=-2575/0, 4-5=-3595/0, 5-6=-3595/0, 6-7=-3595/0, 7-9=-2575/0, 9-10=-2575/0, 10-11=0/0 BOT CHORD 17-18=0/1497, 15-17=0/3258, 14-15=0/3595, 13-14=0/3258, 12-13=0/1498 WEBS 5-15=-304/0, 6-14=-304/0, 2-18=-1850/0, 2-17=0/1348, 3-17=-238/0, 4-17=-854/0, 4-15=-15/712, 10-12=-1856/0, 10-13=0/1346, 9-13=-237/0, 7-13=-854/0, 7-14=-15/712 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All bearings are assumed to be SP No.2 . 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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896995F02Floor21J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:53 Page: 1 ID:sIDHv6Vpb4cQNxYuWZqOV3y7mCH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) MT20HS 3x8 FP 3x6 FP=1.5x4 =1.5x4 =3x6 =4x8 =4x8 =1.5x4 =3x3 =3x3 =1.5x4 =1.5x4 =3x4 =3x4 =4x8 =1.5x4 =4x8 =3x6 =3x3 18 17 16 15 14 13 12 191 2 3 4 5 6 7 8 9 10 11 0-1-8 1-11-0 2-0-82-5-4 0-11-8 11-2-8 0-11-8 12-2-0 9-10-4 22-0-4 10-3-0 10-3-02-0-02-0-0Scale = 1:39.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [14:0-1-8,Edge], [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 0.52 Vert(LL)-0.29 15-17 >898 480 MT20HS 187/143 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(CT)-0.38 15-17 >685 360 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.06 12 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 121 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 (size)12= Mechanical, 18=0-5-4 Max Grav 12=1197 (LC 1), 18=1191 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-100/0, 11-12=-103/0, 1-2=-3/0, 2-3=-2517/0, 3-4=-2517/0, 4-5=-3464/0, 5-6=-3464/0, 6-7=-3464/0, 7-9=-2516/0, 9-10=-2516/0, 10-11=0/0 BOT CHORD 17-18=0/1468, 15-17=0/3171, 14-15=0/3464, 13-14=0/3167, 12-13=0/1467 WEBS 5-15=-285/0, 6-14=-328/0, 2-18=-1815/0, 2-17=0/1312, 3-17=-236/0, 4-17=-817/0, 4-15=-38/662, 10-12=-1817/0, 10-13=0/1312, 9-13=-246/0, 7-13=-814/0, 7-14=-25/682 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All bearings are assumed to be SP No.2 . 4)Refer to girder(s) for truss to truss connections. 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 Lally Residence T32896996F03Floor81J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:53 Page: 1 ID:Wh2WiTT?lfh4_EgGCNG9lxy7mB1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) MT20HS 3x8 FP 3x6 FP=1.5x4 =1.5x4 =3x6 =4x8 =4x8 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =4x8 =1.5x4 =4x8 =3x6 =3x3 18 17 16 15 14 13 12 191 2 3 4 5 6 7 8 9 10 11 0-1-8 1-11-0 2-2-82-5-4 0-11-8 11-2-8 0-11-8 12-2-0 10-0-4 22-2-4 10-3-0 10-3-02-0-02-0-0Scale = 1:39.9 Plate Offsets (X, Y):[1:Edge,0-0-12], [14:0-1-8,Edge], [15:0-1-8,Edge], [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 0.51 Vert(LL)-0.29 15-17 >897 480 MT20HS 187/143 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(CT)-0.38 15-17 >688 360 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.06 12 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 122 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 (size)12=0-2-8, 18=0-5-4 Max Grav 12=1207 (LC 1), 18=1200 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-100/0, 11-12=-103/0, 1-2=-3/0, 2-3=-2542/0, 3-4=-2542/0, 4-5=-3519/0, 5-6=-3519/0, 6-7=-3519/0, 7-9=-2541/0, 9-10=-2541/0, 10-11=0/0 BOT CHORD 17-18=0/1480, 15-17=0/3208, 14-15=0/3519, 13-14=0/3205, 12-13=0/1480 WEBS 5-15=-293/0, 6-14=-317/0, 2-18=-1830/0, 2-17=0/1327, 3-17=-237/0, 4-17=-832/0, 4-15=-28/682, 10-12=-1834/0, 10-13=0/1326, 9-13=-242/0, 7-13=-830/0, 7-14=-21/694 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All bearings are assumed to be SP No.2 . 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 5)Recommend 2x6 strongbacks, on edge, spaced at10-00-00 oc and fastened to each truss with 3-10d(0.131" X 3") nails. Strongbacks to be attached to wallsat 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 Lally Residence T32896997F04Floor51J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:53 Page: 1 ID:tTRhSc97Zsk7iry1U7GH0ly7mA9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =1.5x4 =3x6 =3x4 =3x4 =1.5x4 =1.5x4 =3x3 =3x5 =1.5x4 =3x3 =3x6 =3x3 12 11 10 9 8 13 1 2 3 4 5 6 7 1-5-12 0-1-8 2-5-4 14-6-8 14-6-82-0-02-0-0Scale = 1:30.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [11:0-1-8,Edge], [13:0-1-8,0-0-12] 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 0.72 Vert(LL)-0.16 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT)-0.20 9-10 >878 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT)0.02 8 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 83 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, Except: 2-2-0 oc bracing: 9-10. REACTIONS (size)8=0-2-8, 12=0-5-8 Max Grav 8=786 (LC 1), 12=780 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-104/0, 7-8=-105/0, 1-2=-3/0, 2-3=-1447/0, 3-4=-1447/0, 4-5=-1422/0, 5-6=-1422/0, 6-7=0/0 BOT CHORD 11-12=0/908, 10-11=0/1447, 9-10=0/1447, 8-9=0/906 WEBS 6-8=-1122/0, 2-12=-1121/0, 6-9=0/646, 2-11=0/692, 5-9=-312/0, 3-11=-287/0, 4-9=-272/148, 4-10=-141/22 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SP No.2 . 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32896998F05Floor21J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:54 Page: 1 ID:iuKOHTRY9xesyNCRKTBgSby7m9o-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =3x6 =3x3 =3x3 =3x3 24 23 22 21 20 19 18 17 16 15 14 13 25 1 2 3 4 5 6 7 8 9 10 11 12 0-1-8 1-0-4 14-6-4 14-6-42-0-02-0-0Scale = 1:28.8 Plate Offsets (X, Y):[1:Edge,0-0-12], [25:0-1-8,0-0-12] 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 FBC2023/TPI2014 Matrix-MSH Weight: 82 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 (size)13=14-6-4, 14=14-6-4, 15=14-6-4, 16=14-6-4, 17=14-6-4, 18=14-6-4, 19=14-6-4, 20=14-6-4, 21=14-6-4, 22=14-6-4, 23=14-6-4, 24=14-6-4 Max Grav 13=44 (LC 1), 14=146 (LC 1), 15=148 (LC 1), 16=146 (LC 1), 17=147 (LC 1), 18=147 (LC 1), 19=147 (LC 1), 20=147 (LC 1), 21=147 (LC 1), 22=146 (LC 1), 23=154 (LC 1), 24=46 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-24=-44/0, 12-13=-40/0, 1-2=-1/0, 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=-133/0, 9-16=-133/0, 10-15=-134/0, 11-14=-132/0, 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)All bearings are assumed to be SP No.2 . 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 Job Truss Truss Type Qty Ply Lally Residence T32896999F06Floor Supported Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:54 Page: 1 ID:ax5KhfhjCNHu_cJU3N3bo1y7m9T-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =3x6 =3x3 =3x3 =3x3 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 311 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0-1-8 1-0-4 18-2-1 18-2-12-0-02-0-0Scale = 1:33.6 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 0.08 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 FBC2023/TPI2014 Matrix-MSH Weight: 101 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 (size)16=18-2-1, 17=18-2-1, 18=18-2-1, 19=18-2-1, 20=18-2-1, 21=18-2-1, 22=18-2-1, 23=18-2-1, 24=18-2-1, 25=18-2-1, 26=18-2-1, 27=18-2-1, 28=18-2-1, 29=18-2-1, 30=18-2-1 Max Grav 16=22 (LC 1), 17=126 (LC 1), 18=151 (LC 1), 19=145 (LC 1), 20=147 (LC 1), 21=147 (LC 1), 22=147 (LC 1), 23=147 (LC 1), 24=147 (LC 1), 25=147 (LC 1), 26=147 (LC 1), 27=147 (LC 1), 28=146 (LC 1), 29=154 (LC 1), 30=46 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-30=-44/0, 15-16=-20/0, 1-2=-1/0, 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 BOT CHORD 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, 16-17=0/0 WEBS 2-29=-140/0, 3-28=-133/0, 4-27=-133/0, 5-26=-133/0, 6-25=-133/0, 7-24=-133/0, 8-23=-133/0, 9-22=-133/0, 10-21=-133/0, 11-20=-134/0, 12-19=-132/0, 13-18=-138/0, 14-17=-114/0, 2-30=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)All bearings are assumed to be SP No.2 . 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 Job Truss Truss Type Qty Ply Lally Residence T32897000F07Floor Supported Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:54 Page: 1 ID:lCbSHG1LG9bOidJGoJXzmCy7lX?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =1.5x4 =6x6 =3x5 =6x6 =1.5x4 =3x3 =6x6 =3x3 =1.5x4 =4x8 =3x8 =6x6 =3x3 13 12 11 10 9 141 2 3 4 5 6 7 8 0-1-8 2-6-13 2-5-4 18-2-5 18-2-52-0-02-0-0Scale = 1:33.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [10:0-3-0,Edge], [14:0-1-8,0-0-12] 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 0.53 Vert(LL)-0.27 11-12 >784 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(CT)-0.36 11-12 >591 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT)0.02 9 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 126 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 (size)9=0-5-8, 13=0-5-4 Max Grav 9=983 (LC 1), 13=983 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-98/0, 8-9=-112/0, 1-2=0/0, 2-3=-2020/0, 3-4=-2020/0, 4-5=-2203/0, 5-6=-2203/0, 6-7=-2203/0, 7-8=0/0 BOT CHORD 12-13=0/1210, 11-12=0/2332, 10-11=0/2203, 9-10=0/1273 WEBS 7-9=-1559/0, 7-10=0/1149, 6-10=-376/0, 2-13=-1494/0, 2-12=0/1001, 3-12=-221/0, 4-12=-384/0, 4-11=-301/254, 5-11=-153/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SP No.2 . 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 Lally Residence T32897001F08Floor51J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:54 Page: 1 ID:i3aLUq7kKwvDS_7BN_EDB5y7lc2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =1.5x4 =3x6 =3x3 =3x5 =1.5x4 =3x3 =1.5x4 =1.5x4 =3x4 =3x4 =3x6 =3x3 12 11 10 9 8 13 1 2 3 4 5 6 7 0-1-8 2-3-4 2-0-0 2-5-4 14-10-12 14-10-122-0-02-0-0Scale = 1:30.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [9:0-1-8,Edge], [13:0-1-8,0-0-12] 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 0.82 Vert(LL)-0.20 10-11 >892 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT)-0.24 10-11 >746 360 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.02 8 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 84 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 (size)8=0-2-0, 12=0-5-4 Max Grav 8=806 (LC 1), 12=799 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-102/0, 7-8=-107/0, 1-2=-3/0, 2-3=-1473/0, 3-4=-1473/0, 4-5=-1514/0, 5-6=-1514/0, 6-7=0/0 BOT CHORD 11-12=0/932, 10-11=0/1514, 9-10=0/1514, 8-9=0/939 WEBS 2-12=-1151/0, 2-11=0/676, 3-11=-305/0, 6-8=-1164/0, 6-9=0/743, 5-9=-308/0, 4-10=-166/31, 4-11=-313/134 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SP No.2 . 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32897002F09Floor11J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:55 Page: 1 ID:qNRYwiutFaz87q0U6QNEnby7lb2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =1.5x4 =3x6 =3x3 =3x5 =1.5x4 =3x3 =1.5x4 =1.5x4 =3x4 =3x4 =3x6 =3x3 12 11 10 9 8 13 1 2 3 4 5 6 7 0-1-8 2-3-4 2-0-0 2-5-4 14-10-12 14-10-122-0-02-0-0Scale = 1:30.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [9:0-1-8,Edge], [13:0-1-8,0-0-12] 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 0.82 Vert(LL)-0.20 10-11 >892 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT)-0.24 10-11 >746 360 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.02 8 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 84 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 (size)8= Mechanical, 12=0-5-4 Max Grav 8=806 (LC 1), 12=799 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-102/0, 7-8=-107/0, 1-2=-3/0, 2-3=-1473/0, 3-4=-1473/0, 4-5=-1514/0, 5-6=-1514/0, 6-7=0/0 BOT CHORD 11-12=0/932, 10-11=0/1514, 9-10=0/1514, 8-9=0/939 WEBS 2-12=-1151/0, 2-11=0/676, 3-11=-305/0, 6-8=-1164/0, 6-9=0/743, 5-9=-308/0, 4-10=-166/31, 4-11=-313/134 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SP No.2 . 3)Refer to girder(s) for truss to truss connections. 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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32897003F10Floor31J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:55 Page: 1 ID:Qswazb9JDmhzfpjIvE93_ry7m16-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =3x3 =3x3 =3x3 18 17 16 15 14 13 12 11 10 19 1 2 3 4 5 6 7 8 9 0-1-8 9-11-12 9-11-122-0-02-0-0Scale = 1:21.2 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 0.08 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 10 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MR Weight: 58 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 (size)10=9-11-12, 11=9-11-12, 12=9-11-12, 13=9-11-12, 14=9-11-12, 15=9-11-12, 16=9-11-12, 17=9-11-12, 18=9-11-12 Max Grav 10=22 (LC 1), 11=103 (LC 1), 12=153 (LC 1), 13=145 (LC 1), 14=147 (LC 1), 15=146 (LC 1), 16=147 (LC 1), 17=147 (LC 1), 18=53 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-18=-49/0, 9-10=-14/0, 1-2=-4/0, 2-3=-4/0, 3-4=-4/0, 4-5=-4/0, 5-6=-4/0, 6-7=-4/0, 7-8=-4/0, 8-9=-4/0 BOT CHORD 17-18=0/4, 16-17=0/4, 15-16=0/4, 14-15=0/4, 13-14=0/4, 12-13=0/4, 11-12=0/4, 10-11=0/4 WEBS 2-17=-132/0, 3-16=-134/0, 4-15=-133/0, 5-14=-134/0, 6-13=-132/0, 7-12=-139/0, 8-11=-100/0 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)All bearings are assumed to be SP No.2 . 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 Job Truss Truss Type Qty Ply Lally Residence T32897004F11Floor Supported Gable 2 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:55 Page: 1 ID:DggF2QFd0hsrsOhjr5rBV?y7lWj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com)=3x3 =3x3 =3x3 =3x3 22 21 20 19 18 17 16 15 14 13 12 1 2 3 4 5 6 7 8 9 10 11 13-6-0 13-6-02-0-02-0-0Scale = 1:26.5 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 0.08 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 12 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MR Weight: 74 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 (size)12=13-6-0, 13=13-6-0, 14=13-6-0, 15=13-6-0, 16=13-6-0, 17=13-6-0, 18=13-6-0, 19=13-6-0, 20=13-6-0, 21=13-6-0, 22=13-6-0 Max Grav 12=72 (LC 1), 13=154 (LC 1), 14=145 (LC 1), 15=147 (LC 1), 16=147 (LC 1), 17=147 (LC 1), 18=147 (LC 1), 19=146 (LC 1), 20=149 (LC 1), 21=139 (LC 1), 22=65 (LC 1) FORCES (lb) - Maximum Compression/MaximumTensionTOP CHORD 1-22=-57/0, 11-12=-65/0, 1-2=-7/0, 2-3=-7/0, 3-4=-7/0, 4-5=-7/0, 5-6=-7/0, 6-7=-7/0, 7-8=-7/0, 8-9=-7/0, 9-10=-7/0, 10-11=-7/0 BOT CHORD 21-22=0/7, 20-21=0/7, 19-20=0/7, 18-19=0/7, 17-18=0/7, 16-17=0/7, 15-16=0/7, 14-15=0/7, 13-14=0/7, 12-13=0/7 WEBS 2-21=-129/0, 3-20=-135/0, 4-19=-133/0, 5-18=-133/0, 6-17=-133/0, 7-16=-133/0, 8-15=-134/0, 9-14=-132/0, 10-13=-140/0 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)All bearings are assumed to be SP No.2 . 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 Lally Residence T32897005F12Floor Supported Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:55 Page: 1 ID:W0bvWpK0NrlrCTj3l3TqHUy7lWc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =3x6 =1.5x4 =1.5x4 =3x6 =1.5x4 =1.5x4 =3x6 16 15 14 13 12 11 10 1 2 3 4 5 6 7 8 9 0-9-141-2-10 1-2-10 2-5-4 1-4-02-0-0 2-5-4 5-0-12 5-0-12 8-5-12 13-6-82-0-02-0-0Scale = 1:28.9 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 0.35 Vert(LL)-0.02 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(CT)-0.03 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.01 10 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 87 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 (size)10=0-2-8, 13=0-5-8, 16= MechanicalMax Grav 10=466 (LC 7), 13=749 (LC 8),16=277 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-53/3, 9-10=-104/0, 1-2=0/0, 2-3=-171/0, 3-4=-54/28, 4-5=-54/28, 5-6=-518/0, 6-7=-518/0, 7-8=-518/0, 8-9=0/0 BOT CHORD 15-16=0/171, 14-15=0/171, 13-14=0/171, 12-13=0/478, 11-12=0/518, 10-11=0/475 WEBS 4-13=-208/0, 2-16=-284/0, 3-13=-258/0, 2-15=0/23, 3-14=0/25, 5-13=-553/0, 8-10=-588/0, 5-12=0/226, 8-11=-11/210, 6-12=-165/0, 7-11=-144/22 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)All bearings are assumed to be SP No.2 . 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss tobearing plate at joint(s) 10. 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 Job Truss Truss Type Qty Ply Lally Residence T32897006F13Floor51J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:55 Page: 1 ID:vFi?dTQK42gojIUV4mDvPpy7kUe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com)=3x3 =3x6 =3x3 =1.5x4 =1.5x4 =3x3 =3x6 =3x3 =4x4 =4x4 =1.5x4 =1.5x4 =4x4 =4x4 =3x6 =3x3 16 15 14 13 12 11 10 1 2 3 4 5 6 7 8 9 0-7-14 1-2-10 1-2-10 2-5-4 1-6-0 2-0-0 2-5-4 5-0-12 5-0-12 8-3-12 13-4-82-0-02-0-0Scale = 1:31.2 Plate Offsets (X, Y):[11:0-1-8,Edge], [12:0-1-8,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 0.36 Vert(LL)-0.02 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(CT)-0.03 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.01 10 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 87 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 (size)10= Mechanical, 13=0-5-8, 16=Mechanical Max Grav 10=457 (LC 7), 13=738 (LC 8), 16=278 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-53/3, 9-10=-104/0, 1-2=0/0, 2-3=-173/0, 3-4=-54/26, 4-5=-54/26, 5-6=-496/0, 6-7=-496/0, 7-8=-496/0, 8-9=0/0 BOT CHORD 15-16=0/173, 14-15=0/173, 13-14=0/173, 12-13=0/467, 11-12=0/496, 10-11=0/464 WEBS 4-13=-208/0, 2-16=-288/0, 3-13=-258/0, 2-15=0/24, 3-14=0/27, 5-13=-539/0, 8-10=-575/0, 5-12=0/237, 8-11=-25/218, 6-12=-182/0, 7-11=-160/36 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SP No.2 . 3)Refer to girder(s) for truss to truss connections. 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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32897007F14Floor11J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:56 Page: 1 ID:gLFtRqxgByzqlliZYazl6gy7kU_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com)=3x3 =3x6 =3x3 =3x3 =1.5x4 =1.5x4 =3x3 =3x3 =3x6 =3x3 10 9 8 7 1 2 3 4 5 6 1-4-0 2-5-4 0-10-8 2-5-4 8-8-8 8-8-82-0-02-0-0Scale = 1:28.7 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 0.36 Vert(LL)-0.02 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(CT)-0.04 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.01 7 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 56 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 (size)7=0-2-8, 10=0-5-8 Max Grav 7=465 (LC 1), 10=465 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-105/0, 6-7=-105/0, 1-2=0/0, 2-3=-516/0, 3-4=-516/0, 4-5=-516/0, 5-6=0/0 BOT CHORD 9-10=0/472, 8-9=0/516, 7-8=0/472 WEBS 2-10=-585/0, 5-7=-585/0, 2-9=-8/229, 5-8=-8/229, 3-9=-160/17, 4-8=-160/17 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SP No.2 . 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 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 Lally Residence T32897008F15Floor31J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:56 Page: 1 ID:zyixU1DkYK_ReRXBydPN4ky7kTc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com)=1.5x4 =3x6 =3x8 =4x10 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =4x10 =5x8 =3x5 =1.5x4 THAC426THA426THA426 THA426 THA426 THA426 THA426 THA426 13 12 11 10 9 1 14 2 15 3 16 17 4 5 6 7 18 8 1-8-8 1-4-22-5-4 1-4-21-9-8 0-10-4 10-10-0 0-10-4 11-8-4 3-3-4 14-11-8 9-11-12 9-11-122-0-02-0-0Scale = 1:35.6 Plate Offsets (X, Y):[10:0-3-8,0-2-0] 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 0.75 Vert(LL)-0.22 11-12 >790 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT)-0.30 11-12 >582 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT)0.05 9 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 230 lb FT = 11% 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-5-8, 13=0-4-0 Max Grav 9=5119 (LC 3), 13=4899 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-425/0, 8-9=-677/0, 1-2=-107/0, 2-3=-10714/0, 3-4=-10714/0, 4-5=-8952/0, 5-6=-8952/0, 6-7=-8952/0, 7-8=-19/0 BOT CHORD 12-13=0/6851, 11-12=0/11703, 10-11=0/8952, 9-10=0/4207 WEBS 5-11=0/1242, 6-10=-4070/0, 2-13=-8085/0, 2-12=0/4632, 3-12=-1606/0, 4-12=-1239/0, 4-11=-3668/0, 7-9=-6388/0, 7-10=0/7220 NOTES 1)3-ply truss to be connected together with 10d(0.131"x3") nails as follows:Top chords connected as follows: 2x4 - 2 rowsstaggered 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 floor live loads have been considered for this design. 4)All bearings are assumed to be SP No.2 . 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)Use Simpson Strong-Tie THAC426 (Single Chord Girder) or equivalent at 7-6-0 from the left end to connect truss(es) to front face of top chord. 7)Use Simpson Strong-Tie THA426 (8-16d Girder, 6-16d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-0 from the left end to 13-10-0 to connect truss(es) to back face of top chord. 8)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: 9-13=-10, 1-8=-100 Concentrated Loads (lb) Vert: 5=-1097 (B), 6=-1097 (B), 4=-1097 (B), 14=-1097 (B), 15=-1097 (B), 16=-1097 (B), 17=-321 (F), 18=-1098 (B) Job Truss Truss Type Qty Ply Lally Residence T32897009F16Floor Girder 1 3J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:56 Page: 1 ID:QDS217aYmxLLqm2N2Esogey7kO_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com)=3x3 =3x6 =3x3 =3x3 =1.5x4 =1.5x4 =3x3 =3x6 =3x3 9 8 7 6 1 2 3 4 5 1-8-8 2-5-4 0-9-8 1-11-8 0-10-4 4-5-8 0-10-4 5-3-12 2-4-0 7-7-12 3-7-4 3-7-42-0-02-0-0Scale = 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 0.42 Vert(LL)-0.05 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(CT)-0.07 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 6 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 50 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 (size)6= Mechanical, 9=0-3-8 Max Grav 6=407 (LC 1), 9=407 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-103/0, 5-6=-87/9, 1-2=0/0, 2-3=-380/0, 3-4=-380/0, 4-5=0/0 BOT CHORD 8-9=0/390, 7-8=0/380, 6-7=0/380 WEBS 3-8=-92/63, 4-7=0/71, 2-9=-483/0, 2-8=-83/142, 4-6=-505/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SP No.2 . 3)Refer to girder(s) for truss to truss connections. 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 Lally Residence T32897010F17Floor21J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:56 Page: 1 ID:Hwn9MIY6tpjzDCM7q0sx?jy7kRv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com)=3x3 =3x6 =3x3 =3x3 =1.5x4 =1.5x4 =3x3 =3x10 =3x5 9 8 7 6 1 2 3 4 5 1-8-8 2-5-4 0-9-8 2-1-8 0-1-12 7-7-8 0-10-4 4-5-8 0-10-4 5-3-12 2-2-0 7-5-12 0-3-12 7-11-4 3-7-4 3-7-42-0-02-0-0Scale = 1:33.7 Plate Offsets (X, Y):[5:0-2-0,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 0.40 Vert(LL)-0.05 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT)-0.07 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 53 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 (size)6=0-3-8, 9=0-3-8 Max Grav 6=419 (LC 1), 9=419 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-103/0, 5-6=-101/2, 1-2=0/0, 2-3=-411/0, 3-4=-411/0, 4-5=0/0 BOT CHORD 8-9=0/409, 7-8=0/411, 6-7=0/411 WEBS 3-8=-108/52, 4-7=0/66, 2-9=-506/0, 2-8=-67/169, 4-6=-524/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SP No.2 . 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 Lally Residence T32897011F18Floor21J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:56 Page: 1 ID:ezhlgGQugFwcTQS9crg3S6y7kQm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com)=3x6 =3x6 =5x8 =3x3 =3x6 =1.5x4 =4x8 =4x8 =3x6 THA426 THA426 THA426 9 8 7 6 1 10 2 3 4 5 1-8-82-5-4 0-9-8 1-11-4 0-10-4 4-5-8 0-10-4 5-3-12 2-3-12 7-7-8 3-7-4 3-7-42-0-02-0-0Scale = 1:35.4 Plate Offsets (X, Y):[4:0-3-0,Edge], [6: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 0.84 Vert(LL)-0.07 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT)-0.10 8-9 >848 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT)0.02 6 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 59 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 (size)6=1-4-0, 9=1-3-0 Max Grav 6=1407 (LC 4), 9=1673 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-370/0, 5-6=-11/96, 1-2=0/0, 2-3=-1676/0, 3-4=-1676/0, 4-5=0/0 BOT CHORD 8-9=0/1805, 7-8=0/1676, 6-7=0/1676 WEBS 2-9=-2211/0, 2-8=-302/0, 4-6=-2203/0, 3-8=0/253, 4-7=0/77 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SP No.2 . 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 1-5-8 from the left end to 5-5-8 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=1.00Uniform Loads (lb/ft) Vert: 6-9=-10, 1-5=-100 Concentrated Loads (lb) Vert: 4=-706 (B), 3=-706 (B), 10=-706 (B) Job Truss Truss Type Qty Ply Lally Residence T32897012F19Floor Girder 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:57 Page: 1 ID:2pvJt6gRzORmtUz?n21lGKy7kQS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com)=3x3 =3x3 =3x3 =3x3 14 13 12 11 10 9 8 1 2 3 4 5 6 7 8-0-0 8-0-02-0-02-0-0Scale = 1:19.3 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 8 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MR Weight: 47 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 (size)8=8-0-0, 9=8-0-0, 10=8-0-0, 11=8-0-0, 12=8-0-0, 13=8-0-0, 14=8-0-0 Max Grav 8=63 (LC 1), 9=142 (LC 1), 10=148 (LC 1), 11=146 (LC 1), 12=148 (LC 1), 13=142 (LC 1), 14=63 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-56/0, 7-8=-56/0, 1-2=-6/0, 2-3=-6/0, 3-4=-6/0, 4-5=-6/0, 5-6=-6/0, 6-7=-6/0 BOT CHORD 13-14=0/6, 12-13=0/6, 11-12=0/6, 10-11=0/6,9-10=0/6, 8-9=0/6WEBS2-13=-130/0, 3-12=-134/0, 4-11=-133/0, 5-10=-134/0, 6-9=-130/0 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)All bearings are assumed to be SP No.2 . 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 Lally Residence T32897013F20Floor Supported Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:57 Page: 1 ID:BPIxtofFuHeH5xga1Z_l2Py7kPB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com)=3x6 =3x6 =3x6 =1.5x4 =1.5x4 =3x6 =3x6 =3x6 THA426 THA426 8 7 6 5 1 2 3 9 4 1-7-0 0-6-0 4-5-0 4-5-02-0-02-0-0Scale = 1:33.8 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 0.30 Vert(LL)0.00 5-6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(CT)-0.01 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 41 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 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5=0-3-8, 8= Mechanical Max Grav 5=706 (LC 4), 8=470 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-91/0, 4-5=-326/0, 1-2=0/0, 2-3=-360/0, 3-4=0/0 BOT CHORD 7-8=0/360, 6-7=0/360, 5-6=0/360 WEBS 2-8=-515/0, 3-5=-515/0, 2-7=0/29, 3-6=-5/24 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SP No.2 . 3)Refer to girder(s) for truss to truss connections. 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 THA426 (8-16d Girder, 6-16d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-9-4 from the left end to 3-9-4 to connect truss(es) to back face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)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: 2=-307 (B), 9=-331 (B) Job Truss Truss Type Qty Ply Lally Residence T32897014F21Floor Girder 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:57 Page: 1 ID:XddFVKw2j2Q9kJLoJBNvx2y7kOr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =3x3 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =3x3 =3x3 8 7 6 5 9 1 2 3 4 0-1-8 3-5-5 3-5-52-0-02-0-0Scale = 1:29.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [9:0-1-8,0-0-12] 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 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 5 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MR Weight: 25 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 3-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5=3-5-5, 6=3-5-5, 7=3-5-5, 8=3-5-5 Max Grav 5=30 (LC 1), 6=110 (LC 1), 7=153 (LC 1), 8=52 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-48/0, 4-5=-22/0, 1-2=-4/0, 2-3=-4/0, 3-4=-4/0 BOT CHORD 7-8=0/4, 6-7=0/4, 5-6=0/4 WEBS 2-7=-138/0, 3-6=-106/0 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)All bearings are assumed to be SP No.2 . 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 Lally Residence T32897015F22Floor Supported Gable 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:57 Page: 1 ID:VtKhC8Ane4u95NewvUdNjMy7kFU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =3x6 =5x8 =3x8 =3x6 =3x6 =3x6 5 4 61 2 3 0-1-8 1-4-2 0-2-0 0-2-0 3-3-4 3-5-42-0-02-0-0Scale = 1:30.7 Plate Offsets (X, Y):[1:Edge,0-1-8], [5:0-2-0,Edge], [6:0-1-8,0-1-9] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL)0.03 4-5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(CT)-0.03 4-5 >999 360 BCLL 0.0*Rep Stress Incr NO WB 0.21 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MP Weight: 36 lb FT = 0%F, 20%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 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-5-4, 5=0-3-8 Max Horiz 5=-65 (LC 10) Max Grav 4=1632 (LC 1), 5=1567 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-638/0, 3-4=-597/0, 1-2=-52/36, 2-3=0/0 BOT CHORD 4-5=0/826 WEBS 2-5=-1217/0, 2-4=-1312/0 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 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)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)All bearings are assumed to be SP No.2 . 7)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. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-5=-10, 1-3=-1056 Job Truss Truss Type Qty Ply Lally Residence T32897016F23ROOF TRUSS 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:57 Page: 1 ID:Zv1nzHW1ZuZS7IRtoJY0day7k8a-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =3x6 =3x5 =3x8 =3x3 =3x6 =3x3 5 4 61 2 3 0-1-8 1-4-2 0-1-12 0-1-12 3-3-8 3-5-42-0-02-0-0Scale = 1:30.7 Plate Offsets (X, Y):[5:0-2-0,Edge], [6:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL)0.03 4-5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(CT)-0.03 4-5 >999 360 BCLL 0.0*Rep Stress Incr NO WB 0.03 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MP Weight: 32 lb FT = 0%F, 20%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 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-5-8, 5=0-3-8 Max Horiz 5=-67 (LC 10) Max Uplift 4=-113 (LC 9) Max Grav 4=176 (LC 1), 5=516 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-420/0, 3-4=-55/73, 1-2=-51/41, 2-3=0/0 BOT CHORD 4-5=-120/83 WEBS 2-5=-106/182, 2-4=-134/195 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 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)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 20.0psfon the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)All bearings are assumed to be SP No.2 . 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 4. 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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-5=-10, 1-3=-100 Concentrated Loads (lb) Vert: 1=-361 Job Truss Truss Type Qty Ply Lally Residence T32897017F24Floor31J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:58 Page: 1 ID:dHN0aTubSpzgrHD9AUWcUiy7k0L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com)=3x6 =3x6 =3x6 =3x6 =3x6 5 4 1 2 6 3 1-3-7 3-0-14 3-0-142-0-02-0-0Scale = 1:23.5 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 0.24 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(CT)-0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MP Weight: 30 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-5-8, 5= Mechanical Max Grav 4=1041 (LC 1), 5=724 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=0/28, 3-4=-289/0, 1-2=0/0, 2-3=0/0 BOT CHORD 4-5=0/575 WEBS 2-5=-936/0, 2-4=-936/0 NOTES 1)All bearings are assumed to be SP No.2 . 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 357 lb down at 1-10-2, and 1097 lb down at 1-10-2 on top chord. The design/selection of such connection device (s) is the responsibility of others. 5)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-5=-10, 1-3=-100 Concentrated Loads (lb) Vert: 6=-1455 (F=-1097, B=-357) Job Truss Truss Type Qty Ply Lally Residence T32897018F25Floor Girder 1 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:58 Page: 1 ID:Xhn5qjA5UNKeZaKXNlPTn3y7k_h-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com)=2x4 =3x6 =4x8 =1.5x4 =3x10 =2x4 =3x6 =1.5x4 =1.5x4 =3x8 =3x8 =2x4 12 11 10 9 8 7 1 13 2 14 3 4 5 15 6 1-8-82-3-8 1-2-12 2-2-12 0-10-4 8-0-0 0-10-4 8-10-4 2-11-12 11-10-0 7-1-12 7-1-122-0-02-0-0Scale = 1:29.4 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 0.38 Vert(LL)-0.06 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(CT)-0.12 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT)0.03 7 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MSH Weight: 218 lb FT = 11% LUMBER TOP CHORD 2x6 SP DSS BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 *Except* 9-4,8-5:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)7=0-3-8, 12=0-5-8 Max Grav 7=5137 (LC 3), 12=5124 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-1132/0, 6-7=-638/0, 1-2=-186/0, 2-3=-9064/0, 3-4=-9064/0, 4-5=-7429/0, 5-6=-103/0 BOT CHORD 11-12=0/6355, 10-11=0/6355, 9-10=0/7429, 8-9=0/7429, 7-8=0/7429 WEBS 4-9=-649/0, 5-8=0/442, 2-12=-7287/0, 2-10=0/3201, 3-10=-2965/0, 4-10=0/2327, 5-7=-8635/0, 2-11=-128/0 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 0-9-0oc, 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x4 - 1 row at0-9-0 oc. Web connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All bearings are assumed to be SP No.2 . 5)Load case(s) 1, 3 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 lb down at 1-2-0, 257 lb down at 3-2-0, 258 lb down at 5-2-0, 257 lb down at 7-0-0, and 257 lb down at 9-0-0, and 260 lb down at 11-0-0 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: 7-12=-10, 1-6=-482 Concentrated Loads (lb) Vert: 4=-177 (F), 5=-177 (F), 3=-178 (F), 13=-177 (F), 14=-177 (F), 15=-192 (F) 3)Dead + Roof Live (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 7-12=-10, 1-6=-851 Concentrated Loads (lb) Vert: 4=-53 (F), 5=-53 (F), 3=-53 (F), 13=-53 (F), 14=-53 (F), 15=-57 (F) Job Truss Truss Type Qty Ply Lally Residence T32897019FG01Floor Girder 1 3J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:58 Page: 1 ID:xPme4lNpDVVd8fBAa37ICky7jtz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3.5 12 =3x4 1 9 4 2 8 3 1-6-0 -1-6-0 2-0-0 2-0-0 2-0-01-3-140-3-140-10-14Scale = 1:19.7 Plate Offsets (X, Y):[2:0-2-1,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 0.29 Vert(LL)0.00 4-7 >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 FBC2023/TPI2014 Matrix-MP Weight: 9 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 (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=52 (LC 12) Max Uplift 2=-168 (LC 12), 3=-18 (LC 9), 4=-18 (LC 9) Max Grav 2=189 (LC 1), 3=28 (LC 1), 4=28 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=-57/28 BOT CHORD 2-4=-28/53 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 -1-6-8 to 1-5-8, Zone1 1-5-8 to 1-11-14 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)All bearings are assumed to be SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 2, 18 lb uplift at joint 4 and 18 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32897020J01Corner Jack 4 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:58 Page: 1 ID:iUXP608BPU0SQ2ENoY7Bffy7mbH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3.512 =3x4 1 8 10 4 2 9 3 1-6-0 -1-6-0 4-0-0 4-0-0 4-0-01-10-140-3-141-5-14Scale = 1:21 Plate Offsets (X, Y):[2:0-2-5,0-0-4] 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 0.41 Vert(LL)0.06 4-7 >823 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT)0.05 4-7 >883 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MP Weight: 15 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 (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=75 (LC 12) Max Uplift 2=-201 (LC 12), 3=-57 (LC 12), 4=-42 (LC 9) Max Grav 2=245 (LC 1), 3=84 (LC 1), 4=66 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=-66/172 BOT CHORD 2-4=-198/77 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 -1-6-8 to 1-5-8, Zone1 1-5-8 to 3-11-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)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)All bearings are assumed to be SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 3, 201 lb uplift at joint 2 and 42 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32897021J02Corner Jack 4 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:58 Page: 1 ID:7KlzJrOkhdYcq7mDykUtTty7maz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3.512 =3x5 1 49 2 8 3 1-6-0 -1-6-0 6-0-0 6-0-0 6-0-02-5-140-3-142-0-14Scale = 1:22.3 Plate Offsets (X, Y):[2:0-1-5,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 0.84 Vert(LL)0.26 4-7 >279 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT)0.24 4-7 >302 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MP Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 2250F 1.9E BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=99 (LC 12) Max Uplift 2=-246 (LC 12), 3=-90 (LC 12), 4=-72 (LC 12) Max Grav 2=314 (LC 1), 3=131 (LC 1), 4=108 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=-94/275 BOT CHORD 2-4=-372/131 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Zone3 -1-6-8 to 1-5-8, Zone1 1-5-8 to 5-11-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)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)All bearings are assumed to be SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 3, 246 lb uplift at joint 2 and 72 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Lally Residence T32897022J03Jack-Open 13 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:59 Page: 1 ID:qGLlPGV?KhoB1gX8YrgDt_y7map-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 16023 Swingley Ridge Rd. Chesterfield, MO 63017314.434.1200 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 2.4712 =3x4 =1.5x4 =3x4 =3x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 13 7 14 65 2 11 3 12 4 2-1-7 -2-1-7 3-8-9 8-5-13 4-9-4 4-9-4 0-6-8 8-5-13 3-2-1 7-11-5 4-9-4 4-9-42-5-130-3-122-0-12Scale = 1:37 Plate Offsets (X, Y):[2:0-3-15,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 0.29 Vert(LL)0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT)-0.04 7-10 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.19 Horz(CT)-0.01 6 n/a n/a BCDL 10.0 Code FBC2023/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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. REACTIONS (size)2=0-4-15, 4= Mechanical, 6=Mechanical Max Horiz 2=118 (LC 4) Max Uplift 2=-421 (LC 4), 4=-66 (LC 4), 6=-210 (LC 4) Max Grav 2=456 (LC 1), 4=84 (LC 1), 6=249 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/23, 2-3=-773/573, 3-4=-33/18 BOT CHORD 2-7=-616/747, 6-7=-616/747, 5-6=0/0 WEBS 3-7=-121/195, 3-6=-776/640 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right 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)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)All bearings are assumed to be SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 4, 421 lb uplift at joint 2 and 210 lb uplift at joint 6. 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: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 12=-16 (F=-8, B=-8), 13=2 (F=1, B=1), 14=-34 (F=-17, B=-17) Job Truss Truss Type Qty Ply Lally Residence T32897023J04Diagonal Hip Girder 2 1J230611-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.73 S Feb 6 2024 Print: 8.730 S Feb 6 2024 MiTek Industries, Inc. Fri Feb 09 07:36:59 Page: 1 ID:7toqRUo3h3qnvMMlyt5rr2y7maR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 9,2024 LATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber/letter 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)© 2023 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 1/2/2023edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1988, ESR-2362, ESR-2685, ESR-3282ESR-4722, ESL-1388JOINTS 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- 2/1PLATE LOCATION AND ORIENTATION *Plate location details available in MiTek software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-22: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing, Restraining & 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-sixteenthsLJoint IDtyp.