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808 AMBERJACK RES24-0044 TRUSS ENGINEERING16023 Swingley Ridge Rd. Chesterfield, MO 63017 314.434.1200 MiTek, Inc. RE: 3786805 - Design Code: FBC2023/TPI2014Wind Code: ASCE 7-22 Wind Speed: 130 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.7 1 of 2 This package includes 45 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: Moss Investments Of Jax LLC Project Name: Amberjack Lane Residence 2 Story Model: Amberjack Lane Residence 2 St Subdivision: Amberjack Lane Residence 2 StoryAddress: 808 Amberjack Lane, . State: FLCity: Atlantic Beach Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: License #: Address: City: State: January 31,2024 ORegan, Philip The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Groveland, FL). Truss Design Engineer's Name: ORegan, Philip 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 T32783052 A01 Date 1/31/242T32783053A021/31/243T32783054A031/31/244T32783055A041/31/245T32783056A051/31/246T32783057A061/31/247T32783058A071/31/248T32783059B011/31/249T32783060B021/31/2410T32783061B031/31/2411T32783062B03A1/31/2412T32783063CJ011/31/2413T32783064CJ031/31/2414T32783065CJ051/31/24 No.Seal#Truss Name 15 T32783066 D01 Date 1/31/2416T32783067D021/31/2417T32783068D02A1/31/2418T32783069EJ071/31/2419T32783070EJ07A1/31/2420T32783071F011/31/2421T32783072F021/31/2422T32783073F031/31/2423T32783074F041/31/2424T32783075F051/31/2425T32783076F061/31/2426T32783077F071/31/2427T32783078F081/31/2428T32783079F091/31/24 This item has been digitally signed and sealed by ORegan, Philip, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 16023 Swingley Ridge Rd. Chesterfield, MO 63017 314.434.1200 MiTek, Inc. RE: 3786805 - 2 of 2 Site Information: Lot/Block: . Customer Info: Moss Investments Of Jax LLC Project Name: Amberjack Lane Residence 2 Story Model: Amberjack Lane Residence 2 St Subdivision: Amberjack Lane Residence 2 StoryAddress: 808 Amberjack Lane, . State: FLCity: Atlantic Beach No.Seal#Truss Name 29 T32783080 F10 Date 1/31/2430T32783081F111/31/2431T32783082FGR011/31/2432T32783083FGR021/31/2433T32783084FGR031/31/2434T32783085FGR041/31/2435T32783086FGR051/31/2436T32783087FGR061/31/2437T32783088FGR071/31/2438T32783089FGR081/31/2439T32783090HJ011/31/2440T32783091M011/31/2441T32783092M021/31/2442T32783093M02A1/31/2443T32783094M031/31/2444T32783095T011/31/2445T32783096T021/31/24 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) 512 =4x6 =5x8 =2x4 =4x8 =2x4 =6x8 =2x4 =5x8 =6x8 =4x8 =2x4 =2x4 =5x8 =4x6 1 928 16 31 32 1533 34 14 35 13 36 12 37 3811 39 40 10 7321224232425526272862930 1-4-0 37-4-0 1-4-0 -1-4-0 5-5-2 18-0-0 5-5-2 23-5-2 5-6-14 29-0-0 5-6-14 12-6-14 7-0-0 36-0-0 7-0-0 7-0-0 5-5-2 28-10-4 5-5-2 12-6-14 5-5-2 18-0-0 5-5-2 23-5-2 7-1-12 36-0-0 7-1-12 7-1-123-9-70-4-13-3-1Scale = 1:66.2 Plate Offsets (X, Y):[3:0-5-12,0-2-8], [5:0-4-0,0-3-0], [7:0-5-12,0-2-8] 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 0.86 Vert(LL)0.43 13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT)-0.76 13 >571 240 BCLL 0.0*Rep Stress Incr NO WB 0.61 Horz(CT)0.15 8 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MS Weight: 393 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7:2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. REACTIONS (size)2=0-3-8, 8=0-3-8 Max Horiz 2=75 (LC 27) Max Uplift 2=-997 (LC 8), 8=-997 (LC 9) Max Grav 2=2941 (LC 1), 8=2941 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-6938/2267, 3-4=-9114/3122, 4-6=-9114/3122, 6-7=-9114/3122, 7-8=-6938/2267, 8-9=0/31 BOT CHORD 2-16=-2044/6341, 15-16=-2046/6375, 13-15=-3338/10055, 11-13=-3338/10055, 10-11=-2007/6375, 8-10=-2007/6341 WEBS 3-16=-44/747, 7-10=-43/747, 7-11=-1125/3182, 4-15=-719/488, 3-15=-1125/3182, 5-15=-1100/437, 5-13=0/484, 5-11=-1100/436, 6-11=-719/488 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3") nails as follows:Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced 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=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)All bearings are assumed to be SP No.2 . 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 997 lb uplift at joint 2 and 997 lb uplift at joint 8. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 112 lb up at 7-0-0, 126 lb down and 112 lb up at 9-0-12, 126 lb down and 112 lb up at 11-0-12, 126 lb down and 112 lb up at 13-0-12, 126 lb down and 112 lb up at 15-0-12, 126 lb down and 111 lb up at 17-0-12, 126 lb down and 111 lb up at 18-11-4, 126 lb down and 112 lb up at 20-11-4, 126 lb down and 112 lb up at 22-11-4, 126 lb down and 112 lb up at 24-11-4, and 126 lb down and 112 lb up at 26-11-4, and 145 lb down and 112 lb up at 29-0-0 on top chord, and 346 lb down and 51 lb up at 7-0-0, 84 lb down at 9-0-12, 84 lb down at 11-0-12, 84 lb down at 13-0-12, 84 lb down at 15-0-12, 84 lb down at 17-0-12, 84 lb down at 18-11-4, 84 lb down at 20-11-4, 84 lb down at 22-11-4, 84 lb down at 24-11-4, and 84 lb down at 26-11-4, and 346 lb down and 51 lb up at 28-11-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads (lb/ft) Job Truss Truss Type Qty Ply T32783052A01Hip Girder 1 23786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:40:55 Page: 1 ID:i34vrSKbRROg4J0tvwjwqYzqSZg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) Vert: 1-3=-60, 3-7=-60, 7-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 3=-126 (B), 7=-126 (B), 16=-346 (B), 10=-346(B), 21=-126 (B), 22=-126 (B), 23=-126 (B), 24=-126(B), 25=-126 (B), 26=-126 (B), 27=-126 (B), 28=-126(B), 29=-126 (B), 30=-126 (B), 31=-64 (B), 32=-64(B), 33=-64 (B), 34=-64 (B), 35=-64 (B), 36=-64 (B), 37=-64 (B), 38=-64 (B), 39=-64 (B), 40=-64 (B) Job Truss Truss Type Qty Ply T32783052A01Hip Girder 1 23786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:40:55 Page: 2 ID:i34vrSKbRROg4J0tvwjwqYzqSZg-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) 512 =3x6 =5x8 =3x4 =3x4 =4x6 =3x4 =4x6 =5x6 =3x4 =5x8 =3x6 1 8 13 12 11 10 9 2 7 20 24 2321 2234 5 6 1-4-0 37-4-0 1-4-0 -1-4-0 5-1-15 27-0-0 5-1-15 14-1-15 7-8-2 21-10-1 9-0-0 36-0-0 9-0-0 9-0-0 8-10-4 18-0-0 8-10-4 26-10-4 9-1-12 36-0-0 9-1-12 9-1-124-7-70-4-14-1-1Scale = 1:66.3 Plate Offsets (X, Y):[3:0-4-0,0-1-13], [5:0-3-0,0-3-0], [6:0-4-0,0-1-13] 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 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT)-0.50 9-11 >858 240 BCLL 0.0*Rep Stress Incr YES WB 0.69 Horz(CT)0.15 7 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 158 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2850F 2.0E or 2x4 SP M 31 *Except* 3-5,5-6:2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 12-10:2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-8, 7=0-3-8 Max Horiz 2=93 (LC 10) Max Uplift 2=-510 (LC 10), 7=-510 (LC 11) Max Grav 2=1520 (LC 1), 7=1520 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-2940/946, 3-4=-2673/937, 4-6=-3359/1173, 6-7=-2940/946, 7-8=0/31 BOT CHORD 2-13=-783/2646, 11-13=-1085/3282, 9-11=-1080/3282, 7-9=-767/2646 WEBS 3-13=-159/736, 6-9=-159/736, 4-11=-50/245, 4-13=-894/385, 5-11=-51/245, 5-9=-894/385 NOTES 1)Unbalanced roof live loads have been considered forthis design.2)Wind: ASCE 7-22; Vult=130mph (3-second gust)Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 2-3-3, Zone1 2-3-3 to 3-10-14, Zone2 3-10-14 to 14-1-15, Zone1 14-1-15 to 21-10-1, Zone2 21-10-1 to 32-1-2, Zone1 32-1-2 to 33-8-13, Zone3 33-8-13 to 37-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)All bearings are assumed to be SP No.1 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 510 lb uplift at joint 2 and 510 lb uplift at joint 7. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the topchord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783053A02Hip213786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:40:57 Page: 1 ID:jmMBWbNEPgpZUR?YsdmnjOzqSX0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x6 =2x4 =3x4 =5x8 =3x4 =3x6 =3x8 =2x4 =3x6 =5x8 =3x4 =3x4 =2x4 =3x6 1 9 16 15 14 13 12 11 10 82 23 28 272437 6425526 1-4-0 37-4-0 1-4-0 -1-4-0 4-5-10 29-5-10 4-5-10 11-0-0 7-0-0 18-0-0 7-0-0 25-0-0 6-6-6 6-6-6 6-6-6 36-0-0 4-7-6 29-5-10 4-7-6 11-1-12 6-6-6 6-6-6 6-6-6 36-0-0 6-10-4 24-10-4 6-10-4 18-0-05-5-70-4-14-11-1Scale = 1:66.4 Plate Offsets (X, Y):[4:0-5-12,0-2-8], [6:0-5-12,0-2-8] 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 0.56 Vert(LL)0.25 13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT)-0.48 11-13 >907 240 BCLL 0.0*Rep Stress Incr YES WB 0.35 Horz(CT)0.15 8 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 180 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-8, 8=0-3-8 Max Horiz 2=111 (LC 10) Max Uplift 2=-508 (LC 10), 8=-508 (LC 11) Max Grav 2=1520 (LC 1), 8=1520 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-3138/1015, 3-4=-2646/923, 4-5=-2867/1037, 5-6=-2867/1037, 6-7=-2646/923, 7-8=-3138/1015, 8-9=0/31 BOT CHORD 2-16=-900/2839, 15-16=-900/2839, 13-15=-667/2402, 11-13=-647/2402, 10-11=-826/2839, 8-10=-826/2839 WEBS 3-16=0/214, 3-15=-524/274, 4-15=-81/427, 4-13=-275/679, 5-13=-472/326, 6-13=-275/679, 6-11=-82/427, 7-11=-524/275, 7-10=0/214 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=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 2-3-3, Zone1 2-3-3 to 5-10-14, Zone2 5-10-14 to 16-1-2, Zone1 16-1-2 to 19-10-14, Zone2 19-10-14 to 30-1-2, Zone1 30-1-2 to 33-8-13, Zone3 33-8-13 to 37-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)All bearings are assumed to be SP No.2 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 508 lb uplift at joint 2 and 508 lb uplift at joint 8. 9)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783054A03Hip213786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:40:58 Page: 1 ID:UaMdm8hvWMz0_HQMqNjeEgzqSWd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x6 =2x4 =3x4 =4x6 =5x6 =3x8 =3x4 =4x6 =3x8 =5x6 =3x4 =2x4 =3x6 1 9 15 14 13 24 2512 11 10 82 22 23 73 4 5 6 1-4-0 37-4-0 1-4-0 -1-4-0 5-0-0 18-0-0 5-0-0 23-0-0 5-4-4 13-0-0 5-4-4 28-4-4 7-7-12 36-0-0 7-7-12 7-7-12 5-6-0 13-1-12 5-6-0 28-4-4 7-7-12 36-0-0 7-7-12 7-7-12 9-8-8 22-10-46-3-70-4-15-9-1Scale = 1:66.5 Plate Offsets (X, Y):[4:0-3-0,0-2-4], [6:0-3-0,0-2-4] 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 0.75 Vert(LL)-0.41 11-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT)-0.76 11-13 >565 240 BCLL 0.0*Rep Stress Incr YES WB 0.52 Horz(CT)0.14 8 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 178 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-8, 8=0-3-8 Max Horiz 2=129 (LC 14) Max Uplift 2=-506 (LC 10), 8=-506 (LC 11) Max Grav 2=1617 (LC 2), 8=1617 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-3282/1011, 3-4=-2676/880, 4-5=-2432/855, 5-6=-2432/855, 6-7=-2676/880, 7-8=-3282/1011, 8-9=0/31 BOT CHORD 2-15=-881/2991, 13-15=-881/2991, 11-13=-669/2550, 10-11=-812/2991, 8-10=-812/2991 WEBS 3-15=0/237, 3-13=-675/362, 4-13=-154/785, 6-11=-154/785, 7-11=-675/362, 7-10=0/237, 5-13=-346/217, 5-11=-346/217 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=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 2-3-3, Zone1 2-3-3 to 7-7-12, Zone2 7-7-12 to 28-4-4, Zone1 28-4-4 to 33-8-13, Zone3 33-8-13 to 37-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)All bearings are assumed to be SP No.1 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 506 lb uplift at joint 2 and 506 lb uplift at joint 8. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the topchord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783055A04Hip213786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:40:58 Page: 1 ID:CmVrRN0r9fNAjQ_YvYizqMzqSWC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x6 =2x4 =5x6 =4x6 =5x8 =3x4 =4x6 =3x8 =5x6 =5x6 =2x4 =3x6 1 8 14 13 12 11 10 926 72 21 25 63 2422 4 23 5 1-4-0 37-4-0 1-4-0 -1-4-0 6-0-0 21-0-0 7-4-11 36-0-0 7-4-11 7-4-11 7-7-5 28-7-5 7-7-5 15-0-0 5-8-8 20-10-4 7-4-11 36-0-0 7-4-11 7-4-11 7-9-1 28-7-5 7-9-1 15-1-127-1-70-4-16-7-1Scale = 1:66.6 Plate Offsets (X, Y):[3:0-3-0,0-3-4], [4:0-5-12,0-2-8], [5:0-3-0,0-2-4], [6:0-3-0,0-3-4] 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 0.58 Vert(LL)-0.26 12-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT)-0.50 12-14 >857 240 BCLL 0.0*Rep Stress Incr YES WB 0.35 Horz(CT)0.16 7 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 178 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-12, 4-10, 6-10 REACTIONS (size)2=0-3-8, 7=0-3-8 Max Horiz 2=-147 (LC 11) Max Uplift 2=-503 (LC 10), 7=-503 (LC 11) Max Grav 2=1615 (LC 2), 7=1612 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-4=-3337/972, 4-5=-2202/797, 5-7=-3329/972, 7-8=0/31 BOT CHORD 2-14=-910/3045, 12-14=-912/3037, 10-12=-502/2209, 9-10=-785/3029, 7-9=-783/3037 WEBS 3-14=0/322, 3-12=-911/445, 4-12=-101/604,4-10=-186/187, 5-10=-97/591,6-10=-911/446, 6-9=0/321 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=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 2-3-3, Zone1 2-3-3 to 9-10-14, Zone2 9-10-14 to 26-1-2, Zone1 26-1-2 to 33-8-13, Zone3 33-8-13 to 37-4-0 zone; end vertical 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 loadingrequirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)All bearings are assumed to be SP No.2 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 503 lb uplift at joint 2 and 503 lb uplift at joint 7. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the topchord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783056A05Hip213786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:40:58 Page: 1 ID:GCyMj7cadiYE5yEyHL4TJhzqSVR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x6 =2x4 =5x8 =4x6 =5x8 =3x4 =3x8 =5x6 =4x6 =5x8 =2x4 =3x6 1 8 14 13 12 11 10 9 2 7 21 25 3 6 22 24 4 23 5 1-4-0 37-4-0 1-4-0 -1-4-0 3-6-8 19-9-4 7-4-2 27-1-6 7-4-2 16-2-12 8-10-10 36-0-0 8-10-10 8-10-10 3-3-0 19-7-8 7-5-14 27-1-6 7-5-14 16-4-8 8-10-10 36-0-0 8-10-10 8-10-107-7-100-4-17-1-3Scale = 1:66.8 Plate Offsets (X, Y):[3:0-4-0,0-3-0], [4:0-5-12,0-2-8], [5:0-3-0,0-2-4], [6:0-4-0,0-3-0] 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 0.91 Vert(LL)0.25 14-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT)-0.45 14-17 >959 240 BCLL 0.0*Rep Stress Incr YES WB 0.35 Horz(CT)0.15 7 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 180 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-12, 6-11 REACTIONS (size)2=0-3-8, 7=0-3-8 Max Horiz 2=158 (LC 10) Max Uplift 2=-501 (LC 10), 7=-501 (LC 11) Max Grav 2=1520 (LC 1), 7=1520 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-4=-2991/920, 4-5=-1900/750, 5-7=-2991/920, 7-8=0/31 BOT CHORD 2-14=-856/2705, 12-14=-857/2700, 11-12=-445/1899, 9-11=-721/2699, 7-9=-719/2704 WEBS 3-14=0/360, 3-12=-914/467, 4-12=-154/505,4-11=-176/182, 5-11=-140/505,6-11=-912/467, 6-9=0/359 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=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 2-3-3, Zone1 2-3-3 to 11-1-10, Zone2 11-1-10 to 24-10-6, Zone1 24-10-6 to 33-8-13, Zone3 33-8-13 to 37-4-0 zone; end vertical 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 loadingrequirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)All bearings are assumed to be SP No.2 . 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 501 lb uplift at joint 2 and 501 lb uplift at joint 7. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the topchord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783057A06Hip113786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:40:59 Page: 1 ID:Yc4jXG19R9fI?CCIjCeI8tzqSPj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =4x6 =2x4 =5x6 =4x8 =7x10 =2x4 =6x8 =5x12 =7x8 =MT20HS 6x12 =3x10 =4x8 =4x6 =6x8 =4x6 1 1092 17 16 15 14 25 26 1327 12 28 11 3 6 22 23 24 7 854 0-10-0 8-8-0 1-4-0 37-4-0 1-4-0 -1-4-0 2-2-15 7-10-0 5-7-1 5-7-1 6-8-3 22-2-1 6-9-15 15-5-15 6-9-15 29-0-0 7-0-0 36-0-0 0-11-12 8-9-12 6-8-3 28-10-4 6-8-3 22-2-1 6-8-3 15-5-15 7-1-12 36-0-0 7-10-0 7-10-04-1-100-4-13-3-13-3-10-4-33-7-3Scale = 1:67.2 Plate Offsets (X, Y):[5:0-7-4,0-3-8], [6:0-4-0,0-4-8], [8:0-4-0,0-2-2] 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)0.47 12-14 >928 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT)-0.81 12-14 >536 240 MT20HS 187/143 BCLL 0.0*Rep Stress Incr NO WB 0.94 Horz(CT)0.13 9 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MS Weight: 437 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 5-6,6-8:2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 14-5,14-7,11-7:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-11 REACTIONS (size)2=0-3-8, 9=0-3-8 Max Horiz 2=82 (LC 12) Max Uplift 2=-990 (LC 5), 9=-1249 (LC 9) Max Grav 2=3024 (LC 1), 9=3364 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-7157/2449, 3-4=-7011/2441, 4-5=-6910/2424, 5-7=-12774/4633, 7-8=-7649/2847, 8-9=-8197/2980, 9-10=0/31 BOT CHORD 2-17=-2168/6554, 16-17=-2635/7841, 14-16=-2639/7850, 12-14=-4545/12878, 11-12=-4545/12878, 9-11=-2632/7501 WEBS 5-16=-97/212, 5-14=-2006/5412, 6-14=-739/468, 7-14=-225/162, 7-12=-266/1398, 7-11=-5671/2077, 8-11=-936/2847, 4-17=-1730/4919, 5-17=-4889/1874, 3-17=-129/230 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-14 2x4 - 1 row at 0-4-0 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=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone; end vertical 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)All plates are MT20 plates unless otherwise indicated. 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 M 26 . 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 990 lb uplift at joint 2 and 1249 lb uplift at joint 9. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 166 lb down and 112 lb up at 17-8-12, 166 lb down and 112 lb up at 19-2-12, and 166 lb down and 112 lb up at 20-7-4, and 166 lb down and 112 lb up at 22-1-4 on top chord, and 1295 lb down and 475 lb up at 15-8-12, 84 lb down at 17-8-12, 84 lb down at 19-2-12, 84 lb down at 20-7-4, and 84 lb down at 22-1-4, and 1295 lb down and 475 lb up at 24-1-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 8-10=-60, 2-9=-20 Concentrated Loads (lb) Vert: 14=-1295 (F), 12=-64 (F), 7=-126 (F), 22=-126 (F), 23=-126 (F), 24=-126 (F), 25=-64 (F), 26=-64 (F), 27=-64 (F), 28=-1295 (F) Job Truss Truss Type Qty Ply T32783058A07Roof Special Girder 1 23786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:40:59 Page: 1 ID:qqmN2s4kDHB7XHbReHd4YpzqSJC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x4 =4x8 =3x4 =4x4 =3x4 =4x8 =3x4 1 11 16 15 14 13 12 2 10 3 9 4 8 5 7 6 1-4-0 -1-4-0 1-4-0 17-0-0 1-10-2 1-10-2 1-10-2 15-8-0 5-11-14 13-9-14 5-11-14 7-10-0 15-8-03-9-130-4-10-3-80-3-80-9-121-1-42-2-23-3-7Scale = 1:36.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [2:0-3-13,Edge], [10:0-3-8,Edge], [10:0-3-13,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.05 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 70 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=15-8-0, 10=15-8-0, 12=15-8-0, 13=15-8-0, 14=15-8-0, 15=15-8-0, 16=15-8-0, 17=15-8-0, 20=15-8-0 Max Horiz 2=75 (LC 10), 17=75 (LC 10) Max Uplift 2=-95 (LC 6), 10=-99 (LC 7), 12=-125 (LC 11), 13=-66 (LC 11), 14=-6 (LC 10), 15=-68 (LC 10), 16=-122 (LC 10), 17=-95 (LC 6), 20=-99 (LC 7) Max Grav 2=219 (LC 23), 10=219 (LC 24), 12=274 (LC 24), 13=123 (LC 24), 14=195 (LC 1), 15=123 (LC 23), 16=274 (LC 23), 17=219 (LC 23), 20=219 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-4=-59/85, 4-5=-8/77, 5-6=-13/128, 6-7=-13/128, 7-8=-8/70, 8-10=-43/69, 10-11=0/31 BOT CHORD 2-16=-41/111, 15-16=-41/111, 14-15=-41/111, 13-14=-41/111, 12-13=-41/111, 10-12=-41/111 WEBS 6-14=-144/26, 5-15=-105/133,4-16=-182/184, 7-13=-105/133, 8-12=-182/184 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=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; end vertical 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 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 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 95 lb uplift at joint 2, 99 lb uplift at joint 10, 6 lb uplift at joint 14, 68 lb uplift at joint 15, 122 lb uplift at joint 16, 66 lb uplift at joint 13, 125 lb uplift at joint 12, 95 lb uplift at joint 2 and 99 lb uplift at joint 10. 12)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783059B01Common Supported Gable 1 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:00 Page: 1 ID:gHixu4RJVJPSXkp8yxR6BMzqSdO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LATERALLY BRACE TOP CHORD WITH PURLINS @2-0-0 o/c IF STRUCTURAL SHEATHING IS NOT DIRECTLY APPLIED. This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x4 =2x4 =4x6 =3x4 1 5 6 2 4 13 16 14 15 3 1-4-0 -1-4-0 1-4-0 17-0-0 7-10-0 15-8-0 7-10-0 7-10-0 7-10-0 15-8-0 7-10-0 7-10-04-1-100-4-13-7-3Scale = 1:34.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL)0.13 6-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT)-0.21 6-9 >917 240 BCLL 0.0*Rep Stress Incr YES WB 0.14 Horz(CT)0.02 4 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 58 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-8, 4=0-3-8 Max Horiz 2=82 (LC 10) Max Uplift 2=-243 (LC 10), 4=-243 (LC 11) Max Grav 2=707 (LC 1), 4=707 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-992/462, 3-4=-992/462, 4-5=0/31 BOT CHORD 2-6=-262/864, 4-6=-262/864 WEBS 3-6=0/355 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=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 to 3-7-1, Zone2 3-7-1 to 12-0-15, Zone1 12-0-15 to 14-0-0, Zone3 14-0-0 to 17-0-0 zone; end vertical left and rightexposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate gripDOL=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 243 lb uplift at joint 2 and 243 lb uplift at joint 4. 8)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783060B02Common113786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:00 Page: 1 ID:cxL7tagD09plJfmnZQHZSMzqSd5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x4 =2x4 =5x6 =3x4 1 5 2 4 12 151314 3 1-4-0 -1-4-0 7-10-0 15-8-0 7-10-0 7-10-0 7-10-0 15-8-0 7-10-0 7-10-04-1-100-4-13-7-3Scale = 1:33.9 Plate Offsets (X, Y):[2:0-1-10,Edge], [4:0-1-10,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 0.65 Vert(LL)0.14 5-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT)-0.22 5-8 >847 240 BCLL 0.0*Rep Stress Incr YES WB 0.14 Horz(CT)0.02 4 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 55 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-8, 4=0-3-8 Max Horiz 2=94 (LC 10) Max Uplift 2=-244 (LC 10), 4=-195 (LC 11) Max Grav 2=710 (LC 1), 4=623 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-1004/499, 3-4=-1002/494 BOT CHORD 2-5=-338/876, 4-5=-338/876 WEBS 3-5=0/357 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=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 to 3-7-1, Zone2 3-7-1 to 12-0-15, Zone1 12-0-15 to 12-8-0, Zone3 12-8-0 to 15-8-0 zone; end vertical 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 20.0psfon the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord 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 195 lb uplift at joint 4 and 244 lb uplift at joint 2. 8)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783061B03Common113786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:00 Page: 1 ID:gplo0iseUmidcyQgy424ZXzqScs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x4 =2x4 =5x6 =3x4 1 5 2 4 12 151314 3 1-4-0 -1-4-0 7-10-0 15-8-0 7-10-0 7-10-0 7-10-0 15-8-0 7-10-0 7-10-04-1-100-4-13-7-3Scale = 1:33.9 Plate Offsets (X, Y):[2:0-1-6,Edge], [4:0-1-6,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 0.65 Vert(LL)0.14 5-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT)-0.22 5-8 >847 240 BCLL 0.0*Rep Stress Incr YES WB 0.14 Horz(CT)0.02 4 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 55 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-8, 4= Mechanical Max Horiz 2=94 (LC 10) Max Uplift 2=-244 (LC 10), 4=-195 (LC 11) Max Grav 2=710 (LC 1), 4=623 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-1004/499, 3-4=-1002/494 BOT CHORD 2-5=-338/876, 4-5=-338/876 WEBS 3-5=0/357 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=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 to 3-7-1, Zone2 3-7-1 to 12-0-15, Zone1 12-0-15 to 12-8-0, Zone3 12-8-0 to 15-8-0 zone; end vertical 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 20.0psfon the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members. 6)Bearings are assumed to be: Joint 2 SP No.2 . 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 4 and 244 lb uplift at joint 2. 9)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783062B03ACommon313786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:01 Page: 1 ID:CujrNA2gjhjMXQeluRLqCvzqScc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x4 1 4 2 3 0-11-4 0-11-4 1-4-0 -1-4-0 0-11-41-3-20-4-10-8-12Scale = 1:23.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL)0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT)0.00 7 >999 240 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: 5 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 0-11-4 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=43 (LC 6) Max Uplift 2=-113 (LC 6), 3=-3 (LC 1), 4=-18 (LC 1) Max Grav 2=175 (LC 1), 3=12 (LC 6), 4=27 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-75/33 BOT CHORD 2-4=-35/81 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; end vertical 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)Bearings are assumed to be: , Joint 2 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 113 lb uplift at joint 2, 18 lb uplift at joint 4 and 3 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783063CJ01Jack-Open 4 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:01 Page: 1 ID:VniL_BYO3HtXyjGdnYaRNYzqSbz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =2x4 1 4 2 3 1-4-0 -1-4-0 2-11-4 2-11-4 2-11-42-1-20-4-11-6-12Scale = 1:22.8 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 0.18 Vert(LL)0.00 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT)-0.01 4-7 >999 240 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: 11 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 2-11-4 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=83 (LC 10) Max Uplift 2=-90 (LC 6), 3=-48 (LC 10) Max Grav 2=214 (LC 1), 3=65 (LC 1), 4=49 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-113/27 BOT CHORD 2-4=-15/70 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; end vertical 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 bottomchord 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)Bearings are assumed to be: , Joint 2 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 48 lb uplift at joint 3 and 90 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783064CJ03Jack-Open 4 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:01 Page: 1 ID:Kx3cFFd9f7ehgekn8phscpzqSbt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =2x4 1 4 2 3 1-4-0 -1-4-0 4-11-4 4-11-4 4-11-42-11-20-4-12-4-12Scale = 1:24.9 Plate Offsets (X, Y):[2:0-0-2,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 0.28 Vert(LL)0.03 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT)-0.05 4-7 >999 240 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-AS Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-8, 3= Mechanical, 4=Mechanical Max Horiz 2=125 (LC 10) Max Uplift 2=-108 (LC 10), 3=-94 (LC 10) Max Grav 2=286 (LC 1), 3=125 (LC 1), 4=87(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-123/48 BOT CHORD 2-4=-15/89 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; end vertical 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)Bearings are assumed to be: , Joint 2 SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 94 lb uplift at joint3 and 108 lb uplift at joint 2. 8)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783065CJ05Jack-Open 4 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:01 Page: 1 ID:gusVIygHTfGzmPckxMH1JszqSbo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x4 =4x8 =3x4 =2x4 =2x4 =4x4 =2x4 =2x4 =2x4 =3x4 =4x8 =3x4 1 9 12 11 10 2 8 73 4 6 5 1-4-0 -1-4-0 1-4-0 13-2-0 1-10-2 1-10-2 1-10-2 11-10-0 4-0-14 5-11-0 4-0-14 9-11-14 11-10-03-0-40-4-10-3-80-3-80-9-121-1-41-4-92-5-13Scale = 1:30.8 Plate Offsets (X, Y):[2:0-3-8,Edge], [2:0-3-13,Edge], [8:0-3-8,Edge], [8:0-3-13,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horz(CT)0.00 8 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 51 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=11-10-0, 8=11-10-0, 10=11-10-0, 11=11-10-0, 12=11-10-0, 13=11-10-0, 16=11-10-0 Max Horiz 2=58 (LC 10), 13=58 (LC 10) Max Uplift 2=-97 (LC 6), 8=-101 (LC 11), 10=-135 (LC 11), 12=-132 (LC 10), 13=-97 (LC 6), 16=-101 (LC 11) Max Grav 2=215 (LC 23), 8=215 (LC 24),10=290 (LC 24), 11=105 (LC 1),12=290 (LC 23), 13=215 (LC 23),16=215 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-4=-51/95, 4-5=0/90, 5-6=0/90, 6-8=-51/93, 8-9=0/31 BOT CHORD 2-12=-60/136, 11-12=-60/136, 10-11=-60/136, 8-10=-60/136 WEBS 5-11=-109/47, 4-12=-195/246, 6-10=-195/246 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=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; end vertical 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)Gable requires continuous bottom chord bearing. 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 . 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 2, 101 lb uplift at joint 8, 132 lb uplift at joint 12, 135 lb uplift at joint 10, 97 lb uplift at joint 2 and 101 lb uplift at joint 8. 11)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly tothe bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783066D01Common Supported Gable 1 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:01 Page: 1 ID:JaQUPBbqg?wlzakRfSfwguzqSdC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LATERALLY BRACE TOP CHORD WITH PURLINS @2-0-0 o/c IF STRUCTURALSHEATHING IS NOT DIRECTLY APPLIED. This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x4 =4x6 =2x4 =3x4 51 6 2 4 1413 3 1-4-0 -1-4-0 1-4-0 13-2-0 5-11-0 5-11-0 5-11-0 11-10-0 5-11-0 5-11-0 5-11-0 11-10-03-4-10-4-12-9-10Scale = 1:30.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL)0.04 6-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT)-0.07 6-12 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.10 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-8, 4=0-3-8 Max Horiz 2=-65 (LC 11) Max Uplift 2=-196 (LC 10), 4=-196 (LC 11) Max Grav 2=553 (LC 1), 4=553 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-730/464, 3-4=-730/464, 4-5=0/31 BOT CHORD 2-6=-255/637, 4-6=-255/637 WEBS 3-6=0/265 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=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 1-8-0, Zone2 1-8-0 to 10-2-0, Zone3 10-2-0 to 13-2-0 zone; end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plategrip 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 196 lb uplift at joint 2 and 196 lb uplift at joint 4. 8)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783067D02Common113786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:02 Page: 1 ID:vHGmLzmcNJhmeko7UPvCErzqSd_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x4 =4x6 =2x4 =3x4 1 5 42 12 13 3 1-4-0 -1-4-0 5-11-0 5-11-0 5-11-0 11-10-0 5-11-0 5-11-0 5-11-0 11-10-03-4-10-4-12-9-10Scale = 1:30.3 Plate Offsets (X, Y):[2:0-1-6,Edge], [4:0-1-6,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 0.35 Vert(LL)0.05 5-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT)-0.08 5-8 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.10 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-8, 4= Mechanical Max Horiz 2=77 (LC 14) Max Uplift 2=-197 (LC 10), 4=-147 (LC 11) Max Grav 2=558 (LC 1), 4=469 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-746/508, 3-4=-745/502 BOT CHORD 2-5=-351/652, 4-5=-351/652 WEBS 3-5=-13/267 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=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 1-8-0, Zone2 1-8-0 to 8-10-0, Zone3 8-10-0 to 11-10-0 zone; end vertical 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 bottomchord and any other members. 6)Bearings are assumed to be: Joint 2 SP No.2 . 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 4 and 197 lb uplift at joint 2. 9)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783068D02ACommon313786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:02 Page: 1 ID:vpKdUbAxMlzxkyPgTYWAc0zqScS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x4 1 4 2 8 9 10 3 1-4-0 -1-4-0 7-0-0 7-0-0 7-0-03-9-70-4-13-3-1Scale = 1:27.1 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 0.60 Vert(LL)0.12 4-7 >669 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT)-0.21 4-7 >401 240 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-8, 3= Mechanical, 4=MechanicalMax Horiz 2=162 (LC 10) Max Uplift 2=-130 (LC 10), 3=-125 (LC 10) Max Grav 2=365 (LC 1), 3=186 (LC 1), 4=124(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-133/65 BOT CHORD 2-4=-41/129 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 to 2-8-5, Zone2 2-8-5 to 6-11-4 zone; end vertical 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)Bearings are assumed to be: , Joint 2 SP No.2 . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 125 lb uplift at joint3 and 130 lb uplift at joint 2. 8)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783069EJ07Jack-Open 16 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:02 Page: 1 ID:0z_PNzInKdv95uvqFQEIiqzqSda-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x10 =3x4 =MT20HS 6x12 1 7 8 9 3 6 2 7-0-0 7-0-03-3-10-4-13-3-1Scale = 1:25.9 Plate Offsets (X, Y):[1:0-3-1,0-1-8], [2:0-0-13,0-1-8], [3:0-5-8,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 0.93 Vert(LL)0.19 3-5 >427 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT)-0.33 3-5 >247 240 MT20HS 187/143 BCLL 0.0*Rep Stress Incr NO WB 0.00 Horz(CT)0.01 3 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MS Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical Max Horiz 1=151 (LC 5) Max Uplift 1=-353 (LC 8), 3=-465 (LC 8) Max Grav 1=1044 (LC 1), 3=1315 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-298/80, 2-3=-154/100 BOT CHORD 1-3=-97/197 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)All plates are MT20 plates unless otherwise indicated. 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)Bearings are assumed to be: Joint 1 SP M 26 . 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 1 and 465 lb uplift at joint 3. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 603 lb down and 205 lb up at 1-11-4, and 603 lb down and 205 lb up at 3-11-4, and 604 lb down and 205 lb up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 7=-603 (B), 8=-603 (B), 9=-604 (B) Job Truss Truss Type Qty Ply T32783070EJ07AJack-Closed Girder 2 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:02 Page: 1 ID:SWSEFxbya0rBu5QLOKerOuzqSac-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =3x4 =2x4 =3x4 23 22 2120 19 18 17 16 15 14 13 12 241 2 3 4 5 6 7 8 9 10 11 0-1-8 19-8-8 19-8-81-4-01-4-0Scale = 1:36 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horiz(TL)0.00 12 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MR Weight: 77 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.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)12=19-8-8, 13=19-8-8, 14=19-8-8, 15=19-8-8, 16=19-8-8, 17=19-8-8, 18=19-8-8, 19=19-8-8, 20=19-8-8, 22=19-8-8, 23=19-8-8 Max Grav 12=190 (LC 1), 13=476 (LC 1), 14=477 (LC 1), 15=471 (LC 1), 16=477 (LC 1), 17=475 (LC 1), 18=476 (LC 1), 19=474 (LC 1), 20=481 (LC 1), 22=452 (LC 1), 23=177 (LC 1) FORCES (lb) - Maximum Compression/MaximumTensionTOP CHORD 1-23=-169/0, 11-12=-178/0, 1-2=-39/0, 2-3=-39/0, 3-4=-39/0, 4-5=-39/0, 5-6=-39/0, 6-7=-39/0, 7-8=-39/0, 8-10=-39/0, 10-11=-31/0 BOT CHORD 22-23=0/39, 20-22=0/39, 19-20=0/39, 18-19=0/39, 17-18=0/39, 16-17=0/39, 15-16=0/39, 14-15=0/39, 13-14=0/31, 12-13=0/31 WEBS 6-17=-455/0, 5-18=-456/0, 4-19=-454/0, 3-20=-461/0, 2-22=-436/0, 7-16=-456/0, 8-15=-452/0, 9-14=-456/0, 10-13=-460/0 NOTES 1)All plates are 1.5x3 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 2-0-0 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 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 12-23=-10, 1-11=-228 Job Truss Truss Type Qty Ply T32783071F01Floor Supported Gable 1 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:03 Page: 1 ID:WnPZThiQljszm5wM3GJ2M_zqEEV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =1.5x3 =1.5x3 =3x6 =3x8 =3x10 =1.5x3 =3x4 =3x4 =1.5x3 =1.5x3 =3x4 =3x4 =3x8 =3x8 =1.5x3 =5x6 =5x6 =1.5x3 18 17 16 15 14 13 12 11 191 2 3 4 5 6 7 8 9 10 0-1-8 0-10-40-10-4 2-0-02-6-0 1-0-0 9-10-4 1-0-0 10-10-4 8-10-4 8-10-4 8-10-4 19-8-81-4-01-4-0Scale = 1:36 Plate Offsets (X, Y):[6:0-1-8,Edge], [10:0-1-8,Edge], [15:0-1-8,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 0.77 Vert(LL)-0.35 14-15 >667 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT)-0.48 14-15 >486 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT)0.09 11 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 99 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.1(flat) *Except* 7-10:2x4 SP No.2 (flat) BOT CHORD 2x4 SP No.2(flat) *Except* 17-11:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (size)11=0-5-8, 18=0-3-8 Max Grav 11=1074 (LC 1), 18=1067 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-104/0, 10-11=-1088/0, 1-2=-5/0, 2-3=-3436/0, 3-4=-3436/0, 4-5=-4300/0, 5-6=-4300/0, 6-8=-3777/0, 8-9=-878/0, 9-10=-878/0 BOT CHORD 16-18=0/2048, 15-16=0/4169, 14-15=0/4300, 13-14=0/4300, 12-13=0/2602, 11-12=0/0 WEBS 5-15=-377/92, 6-14=-86/109, 2-18=-2249/0, 2-16=0/1534, 3-16=-258/0, 4-16=-811/0, 4-15=-192/615, 6-13=-908/0, 7-13=-314/7, 8-13=0/1294, 8-12=-1906/0, 9-12=-222/0, 10-12=0/1395 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Bearings are assumed to be: Joint 18 SP No.2 , Joint 11 SP No.1 . 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 T32783072F02Floor1013786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:03 Page: 1 ID:qfBlKeSR2mad67LAQ8PWc3zqEAx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =1.5x3 =1.5x3 =3x6 =3x10 =3x10 =1.5x3 =3x4 =3x4 =1.5x3 =1.5x3 =3x4 =3x4 =3x8 =3x6 =1.5x3 =5x8 =5x6 =3x4 18 17 16 15 14 13 12 11 191 2 3 4 5 6 7 8 9 10 0-1-8 0-10-4 1-2-8 2-0-02-6-0 1-0-0 9-10-4 1-0-0 10-10-4 8-10-4 8-10-4 9-4-0 20-2-41-4-01-4-0Scale = 1:36.8 Plate Offsets (X, Y):[6:0-1-8,Edge], [11:Edge,0-1-8], [15:0-1-8,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 0.79 Vert(LL)-0.36 13-14 >662 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(CT)-0.50 13-14 >483 240 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.07 11 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 103 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.1(flat) *Except* 7-10:2x4 SP No.2 (flat) BOT CHORD 2x4 SP 2850F 2.0E or 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)11= Mechanical, 18=0-3-8 Max Grav 11=1097 (LC 1), 18=1090 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-104/0, 10-11=-1101/0, 1-2=-5/0, 2-3=-3529/0, 3-4=-3529/0, 4-5=-4486/0, 5-6=-4486/0, 6-8=-4033/0, 8-9=-1227/0, 9-10=-1227/0 BOT CHORD 16-18=0/2097, 15-16=0/4321, 14-15=0/4486, 13-14=0/4486, 12-13=0/2905, 11-12=0/0 WEBS 5-15=-385/63, 6-14=-109/111, 2-18=-2303/0, 2-16=0/1584, 3-16=-257/0, 4-16=-876/0, 4-15=-156/653, 6-13=-871/27, 7-13=-315/1, 8-13=0/1242, 8-12=-1855/0, 9-12=-228/0, 10-12=0/1622 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Bearings are assumed to be: Joint 18 SP 2850F 2.0E or M 31 . 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 T32783073F03Floor213786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:03 Page: 1 ID:JfKPEQ52pl7FM7KAS3Kii1zqEA7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =1.5x3 =1.5x3 =3x6 =3x10 =3x10 =1.5x3 =3x4 =3x4 =1.5x3 =1.5x3 =3x4 =3x4 =3x8 =3x8 =1.5x3 =5x6 =5x6 =3x4 18 17 16 15 14 13 12 11 191 2 3 4 5 6 7 8 9 10 0-1-8 0-10-81-0-0 2-0-02-6-0 1-0-0 10-0-0 1-0-0 11-0-0 9-0-0 9-0-0 9-0-0 20-0-01-4-01-4-0Scale = 1:36.4 Plate Offsets (X, Y):[6:0-1-8,Edge], [11:Edge,0-1-8], [15:0-1-8,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 0.78 Vert(LL)-0.36 14-15 >649 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT)-0.50 14-15 >473 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT)0.09 11 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 102 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.1(flat) *Except* 7-10:2x4 SP No.2 (flat) BOT CHORD 2x4 SP No.2(flat) *Except* 17-11:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (size)11=0-3-8, 18=0-3-8 Max Grav 11=1086 (LC 1), 18=1080 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-104/0, 10-11=-1099/0, 1-2=-5/0, 2-3=-3490/0, 3-4=-3490/0, 4-5=-4402/0, 5-6=-4402/0, 6-8=-3866/0, 8-9=-955/0, 9-10=-955/0 BOT CHORD 16-18=0/2075, 15-16=0/4248, 14-15=0/4402, 13-14=0/4402, 12-13=0/2686, 11-12=0/0 WEBS 5-15=-352/69, 6-14=-88/113, 2-18=-2279/0, 2-16=0/1564, 3-16=-258/0, 4-16=-838/0, 4-15=-174/622, 6-13=-926/0, 7-13=-315/9, 8-13=0/1304, 8-12=-1914/0, 9-12=-223/0, 10-12=0/1447 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Bearings are assumed to be: Joint 18 SP No.2 , Joint 11 SP No.1 . 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 T32783074F04Floor713786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:04 Page: 1 ID:Jzz7UoWuN62fYGaZylZcXpzqEHK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =1.5x3 =1.5x3 =3x6 =3x6 =3x8 =1.5x3 =3x4 =3x4 =1.5x3 =1.5x3 =3x4 =1.5x3 =4x12 =4x12 =3x6 15 14 13 12 11 10 9 161 2 3 4 5 6 7 8 0-1-8 0-10-4 2-6-8 2-0-02-6-0 1-0-0 9-10-4 1-0-0 10-10-4 5-8-0 16-6-4 8-10-4 8-10-41-4-01-4-0Scale = 1:34 Plate Offsets (X, Y):[6:0-1-8,Edge], [8:0-4-8,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 0.99 Vert(LL)-0.31 12-13 >632 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT)-0.41 12-13 >475 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.05 9 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 86 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP 2850F 2.0E or 2x4 SP M 31(flat) *Except* 6-8:2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except* 14-9:2x4 SP No.1 (flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (size)9= Mechanical, 15=0-3-8 Max Grav 9=891 (LC 1), 15=885 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-104/0, 8-9=-871/0, 1-2=-5/0, 2-3=-2665/0, 3-4=-2665/0, 4-5=-2816/0, 5-7=-2816/0, 7-8=-1734/0 BOT CHORD 13-15=0/1660, 12-13=0/2978, 11-12=0/2816, 10-11=0/2810, 9-10=0/0 WEBS 5-12=-154/252, 6-11=0/180, 2-15=-1821/0, 2-13=0/1111, 3-13=-247/0, 4-13=-410/0, 4-12=-463/227, 6-10=-1244/0, 7-10=-311/21, 8-10=0/1889 NOTES 1)Unbalanced floor live loads have been considered forthis design. 2)Bearings are assumed to be: Joint 15 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 T32783075F05Floor413786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:04 Page: 1 ID:evs1c?5Yg2Lf3mDSIwt0WEzqECi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =3x4 =3x4 =3x4 =3x4 =3x4 19 1817 16 15 14 13 12 11 10 201 2 3 4 5 6 7 8 9 0-1-8 16-6-4 16-6-41-4-01-4-0Scale = 1:31.1 Plate Offsets (X, Y):[10: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 0.60 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horiz(TL)0.00 10 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MR Weight: 66 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.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)10=16-6-4, 11=16-6-4, 12=16-6-4, 13=16-6-4, 14=16-6-4, 15=16-6-4, 16=16-6-4, 18=16-6-4, 19=16-6-4 Max Grav 10=251 (LC 1), 11=502 (LC 1), 12=466 (LC 1), 13=478 (LC 1), 14=474 (LC 1), 15=477 (LC 1), 16=470 (LC 1), 18=497 (LC 1), 19=239 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=-229/0, 9-10=-240/0, 1-2=-70/0,2-3=-70/0, 3-4=-70/0, 4-5=-70/0, 5-6=-70/0,6-7=-70/0, 7-9=-70/0 BOT CHORD 18-19=0/70, 16-18=0/70, 15-16=0/70, 14-15=0/70, 13-14=0/70, 12-13=0/70, 11-12=0/70, 10-11=0/66 WEBS 5-14=-454/0, 4-15=-457/0, 3-16=-449/0, 2-18=-480/0, 6-13=-458/0, 7-12=-446/0, 8-11=-481/0 NOTES 1)All plates are 1.5x3 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 2-0-0 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 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-19=-10, 1-9=-228 Job Truss Truss Type Qty Ply T32783076F06Floor Supported Gable 1 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:04 Page: 1 ID:e5GlvZTZgNwuRwpfpiS3yTzqEDV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =1.5x3 =1.5x3 =3x6 =3x6 =3x8 =1.5x3 =3x4 =1.5x3 =3x6 =3x6 =1.5x3 =5x6 =4x4 =1.5x3 14 13 12 11 10 9 15 1 2 3 4 5 6 7 8 0-6-80-1-8 2-6-0 16-3-8 16-3-81-4-01-4-0Scale = 1:30.7 Plate Offsets (X, Y):[8:0-1-8,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 0.42 Vert(LL)-0.19 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT)-0.27 11-12 >705 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.05 9 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 84 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.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-3-8, 14=0-3-8 Max Grav 9=886 (LC 1), 14=879 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-103/0, 8-9=-911/0, 1-2=-5/0, 2-3=-2631/0, 3-4=-2631/0, 4-5=-2768/0, 5-7=-2768/0, 7-8=-522/0 BOT CHORD 12-14=0/1644, 11-12=0/2974, 10-11=0/1921, 9-10=0/0 WEBS 2-14=-1804/0, 2-12=0/1090, 3-12=-246/0, 4-12=-380/0, 4-11=-228/0, 5-11=-253/0, 6-11=0/936, 6-10=-1548/0, 7-10=-227/0, 8-10=0/1080 NOTES 1)All bearings are assumed to be SP No.2 . 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783077F07Floor313786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:04 Page: 1 ID:Y_nH1XBVISpTcuhVkrBWWJzqSBJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) =1.5x3 =1.5x3 =3x6 =3x6 =3x6 =1.5x3 =3x4 =1.5x3 =3x8 =3x6 =3x6 =3x4 11 10 9 8 12 1 2 3 4 5 6 7 0-1-8 2-2-0 2-6-0 15-5-0 15-5-01-4-01-4-0Scale = 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 0.41 Vert(LL)-0.15 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT)-0.22 9-10 >838 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT)0.05 8 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 79 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.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)8= Mechanical, 11=0-3-8 Max Grav 8=834 (LC 1), 11=828 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-103/0, 7-8=-90/0, 1-2=-5/0, 2-3=-2409/0, 3-4=-2409/0, 4-5=-2331/0, 5-6=-2331/0, 6-7=0/0 BOT CHORD 10-11=0/1532, 9-10=0/2646, 8-9=0/1373 WEBS 2-11=-1681/0, 2-10=0/969, 3-10=-246/0, 4-10=-262/0, 4-9=-348/0, 5-9=-251/0, 6-9=0/1060, 6-8=-1552/0 NOTES 1)Bearings are assumed to be: Joint 11 SP No.2 . 2)Refer to girder(s) for truss to truss connections. 3)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. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783078F08Floor213786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:04 Page: 1 ID:Cf8yOiMLSF1jloc8vjQFymzqS9o-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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)=1.5x3 =3x4 =3x4 =1.5x3 =3x6 =3x4 =1.5x3 7 6 5 1 2 3 4 2-6-0 0-7-8 6-0-0 6-0-01-4-01-4-0Scale = 1:26 Plate Offsets (X, Y):[4:0-1-8,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)-0.01 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(CT)-0.06 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MP Weight: 33 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.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5=0-3-8, 7=0-3-8 Max Grav 5=323 (LC 1), 7=323 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-101/0, 4-5=-355/0, 1-2=0/0, 2-3=-227/0, 3-4=-227/0 BOT CHORD 6-7=0/428, 5-6=0/0 WEBS 2-7=-474/0, 2-6=-223/0, 3-6=-201/0, 4-6=0/430 NOTES 1)All bearings are assumed to be SP No.2 . 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783079F09Floor213786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:05 Page: 1 ID:88ajriyy0IIJDq9fZeqpi5zqSBd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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)=1.5x3 =3x4 =3x4 =3x4 =1.5x3 5 4 1 2 3 2-6-0 1-6-0 4-3-0 4-3-01-4-01-4-0Scale = 1:24.4 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 0.35 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(CT)-0.05 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MP Weight: 23 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.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-3-8 Max Grav 4=227 (LC 1), 5=227 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-104/0, 3-4=-39/0, 1-2=0/0, 2-3=0/0 BOT CHORD 4-5=0/216 WEBS 2-5=-239/0, 2-4=-273/0 NOTES 1)Bearings are assumed to be: Joint 5 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783080F10Floor513786805Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:05 Page: 1 ID:hzxKZrQonaVlByrXSJaLtWzqSGB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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)=1.5x3 =2x4 =1.5x3 =1.5x3 =3x4 =3x4 6 5 4 1 2 3 4-3-0 4-3-01-4-01-4-0Scale = 1:17.8 Plate Offsets (X, Y):[4: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 0.57 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horiz(TL)0.00 4 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MR Weight: 19 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.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=4-3-0, 5=4-3-0, 6=4-3-0 Max Grav 4=225 (LC 1), 5=507 (LC 1), 6=233 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-216/0, 3-4=-213/0, 1-2=-54/0, 2-3=-54/0 BOT CHORD 5-6=0/54, 4-5=0/54 WEBS 2-5=-496/0 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 2-0-0 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. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-6=-10, 1-3=-228 Job Truss Truss Type Qty Ply T32783081F11Floor Supported Gable 1 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:05 Page: 1 ID:D2uNvKcq?VWT6P3cOgt5WuzqSFx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =3x4 =5x6 =3x4 =3x4 =3x4 =5x6 =3x4 =3x4 =3x8 =5x12 =MT20HS 6x12 =5x12 =4x4 =3x10 =4x8 =7x8 =2x4 18 17 16 15 14 13 12 11 2710 28 9 24 25 26 1 2 3 4 19 5 6 22 23 7 82021 0-1-8 0-1-8 1-7-0 24-2-0 2-8-12 22-7-0 3-10-10 8-0-11 3-10-10 11-11-5 3-10-10 15-9-14 4-0-6 19-10-4 4-0-10 4-2-2 0-1-12 20-0-0 1-3-8 21-3-8 2-1-1 19-10-4 2-2-13 2-2-13 2-10-8 24-2-0 3-10-10 13-10-10 3-10-10 6-1-6 3-10-10 10-0-0 3-10-10 17-9-31-4-01-0-81-4-01-0-81-0-80-3-81-4-0Scale = 1:48.1 Plate Offsets (X, Y):[5:0-6-0,0-3-0], [6:0-5-8,0-2-4], [9:Edge,0-4-12], [12:0-5-8,0-3-0] 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 0.98 Vert(LL)-0.27 14 >861 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT)-0.38 14 >625 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT)0.02 11 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Wind(LL)0.01 12-13 >999 240 Weight: 263 lb FT = 11% LUMBER TOP CHORD 2x4 SP No.2 *Except* 5-8:2x4 SP 2850F 2.0E or 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 15-9:2x6 SP M 26 WEBS 2x4 SP No.1 *Except* 18-1,8-9,6-11:2x4 SP No.3, 10-6,10-7,9-7:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-0 oc bracing. REACTIONS (size)9= Mechanical, 11=0-3-8, (req. 0-4-3), 18=0-3-8 Max Uplift 9=-2863 (LC 8) Max Grav 9=-51 (LC 16), 11=10045 (LC 1), 18=1210 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-1095/0, 1-2=-2106/0, 2-3=-5153/0, 3-4=-6171/0, 4-6=-6566/3323, 6-7=0/8763, 7-8=0/184, 8-9=-1051/0 BOT CHORD 17-18=0/155, 16-17=0/4039, 14-16=0/6063,13-14=0/6697, 12-13=0/3586,11-12=-11925/0, 10-11=-11925/0,9-10=-4743/0 WEBS 6-11=-8242/0, 1-17=0/2147, 2-17=-2156/0, 2-16=0/1242, 3-16=-1015/0, 3-14=-17/313, 4-14=-745/55, 4-13=-172/572, 5-13=0/3362, 5-12=-7635/0, 6-12=0/9534, 6-10=0/4117, 7-10=-5531/0, 7-9=0/5479 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced floor live loads have been considered forthis design. 4)N/A 5)All plates are MT20 plates unless otherwise indicated. 6)The Fabrication Tolerance at joint 15 = 11% 7)WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 8)Bearings are assumed to be: Joint 18 SP No.2 , Joint 11 SP M 26 . 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2863 lb uplift at joint 9. 11)This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 12)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. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2260 lb down at 15-6-8, 132 lb down and 100 lb up at 16-9-12, 132 lb down and 100 lb up at 18-9-12, and 36 lb down and 37 lb up at 20-9-12, and 36 lb down and 37 lb up at 22-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-19=-100, 8-19=-228, 9-18=-10 Concentrated Loads (lb) Vert: 5=-1044, 8=-1044, 20=-365, 21=-365, 22=-365, 23=-365, 24=-2260 (F), 25=-61 (F), 26=-61 (F), 27=-6 (F), 28=-6 (F) Job Truss Truss Type Qty Ply T32783082FGR01Flat Girder 1 23786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:05 Page: 1 ID:BqehmmGux_HfYhyGz6kXgNzqS62-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE CONNECTION OF TRUSS TO BEARING PLATE AT JOINT 9 CAPABLE OF WITHSTANDING 2863 LBS UPLIFTREACTION DUE TO GRAVITY LOADING APPLIED TO THE TRUSS. IT IS THE RESPONSIBILITY OF THE PROJECTARCHITECT/ENGINEER TO DESIGN THE CONNECTION OF THE TRUSS TO THE BEARING PLATE, PROVIDE AND DESIGNCONNECTION SYSTEM FOR A CONTINUOUS LOAD PATH FROM THE TRUSS TO THE FOUNDATION, AND DESIGN FOOTING/FOUNDATION TO RESIST SUCH UPLIFT. FAILURE TO DO SO WILL VOID THIS CONSTRUCTION. This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =4x4 =5x6 =3x4 =7x8 =3x4 =3x4 =3x4 =2x4 =2x4 =3x4 =3x4 =5x6 =4x4 =3x6 =4x8 =3x8 =2x4 HTU26-2 18 17 16 15 14 13 12 11 19 10 9 1 2 3 4 5 6 7 8 2-0-0 2-3-8 11-4-8 2-9-8 14-2-0 2-9-8 9-1-0 3-0-0 6-3-8 3-0-0 17-2-0 3-3-8 3-3-8 3-3-8 20-5-8 1-3-8 12-8-0 1-3-8 9-1-0 1-9-8 20-5-8 1-9-8 1-9-8 2-3-8 11-4-8 3-0-0 15-8-0 3-0-0 7-9-8 3-0-0 4-9-8 3-0-0 18-8-01-4-00-7-0Scale = 1:35.4 Plate Offsets (X, Y):[6:0-3-0,0-3-0], [16:0-2-4,0-4-8] 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 0.79 Vert(LL)-0.42 13 >573 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(CT)-0.58 13 >419 240 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT)0.05 9 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 219 lb FT = 11% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 16-9:2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 18-1,8-9,15-4,12-5,14-4,13-5:2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-3-8, 18=0-3-8 Max Grav 9=3011 (LC 1), 18=1532 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-1372/0, 1-2=-2211/0, 2-3=-5469/0, 3-4=-8117/0, 4-5=-9625/0, 5-7=-10601/0, 7-8=-4891/0, 8-9=-2906/0 BOT CHORD 17-18=0/143, 15-17=0/7159, 14-15=0/9625, 13-14=0/9625, 12-13=0/9625, 11-12=0/10549, 10-11=0/7955, 9-10=0/237 WEBS 1-17=0/2393, 8-10=0/5386, 2-17=-2427/0, 7-10=-3636/0, 2-16=0/1571, 7-11=0/3140, 3-16=-1907/0, 6-11=0/388, 3-15=0/1286, 6-12=-924/0, 4-15=-2149/0, 5-12=0/974, 4-14=0/1050, 5-13=-740/0 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3") nails as follows:Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 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)Bearings are assumed to be: Joint 18 SP No.2 , Joint 9 SP M 26 . 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 HTU26-2 (20-10d Girder, 14-10d Truss) or equivalent at 16-7-12 from the left end to connect truss(es) to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-8=-100, 9-18=-10 Concentrated Loads (lb) Vert: 19=-2324 (B) Job Truss Truss Type Qty Ply T32783083FGR02Flat Girder 1 23786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:06 Page: 1 ID:LAAyd_mgmezuM4jev_oXAdzqE6g-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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)=4x4 =6x8 =8x10 =3x8 =MT20HS 10x14 =3x4 =3x4 =5x6 =3x8 =3x8 =8x10 =6x8 =4x4 14 13 12 11 10 9 8 20 7 15 16 17 18 19 1 2 3 4 5 6 0-1-8 0-1-8 3-10-10 8-0-11 3-10-10 11-11-5 3-10-10 15-9-14 4-0-10 4-2-2 4-2-2 20-0-0 2-2-13 20-0-0 2-2-13 2-2-13 3-10-10 6-1-6 3-10-10 10-0-0 3-10-10 13-10-10 3-10-10 17-9-31-4-01-0-81-4-01-0-81-0-80-3-81-4-0Scale = 1:41.6 Plate Offsets (X, Y):[4:0-3-0,0-3-4], [6:0-2-0,0-3-0], [7:Edge,0-3-8] 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 0.82 Vert(LL)-0.49 9-10 >479 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT)-0.74 9-10 >321 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT)0.08 7 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Wind(LL)0.09 10 >999 240 Weight: 216 lb FT = 11% LUMBER TOP CHORD 2x4 SP 2850F 2.0E or 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.1 *Except* 13-1,6-7:2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)7=0-3-8, 13=0-3-8 Max Grav 7=3926 (LC 1), 13=2909 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-2636/0, 1-2=-5126/0, 2-3=-12466/0, 3-5=-15582/0, 5-6=-7477/0, 6-7=-3711/0 BOT CHORD 12-13=0/373, 10-12=0/14899, 9-10=0/16417, 8-9=0/12409, 7-8=0/427 WEBS 1-12=0/5230, 2-12=-5146/0, 2-11=0/3040, 3-11=-2714/0, 3-10=-10/762, 4-10=-931/37, 4-9=-1012/0, 5-9=0/3459, 5-8=-5500/0, 6-8=0/7758 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 0-6-0oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)N/A 5)All plates are MT20 plates unless otherwise indicated. 6)All bearings are assumed to be SP M 26 . 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 52 lb up at 2-0-12, 101 lb down and 52 lb up at 4-0-12, 101 lb down and 52 lb up at 6-0-12, 101 lb down and 52 lb up at 8-0-12, 101 lb down and 52 lb up at 10-0-12, 101 lb down and 52 lb up at 12-0-12, 101 lb down and 52 lb up at 14-0-12, 1542 lb down at 15-6-8, 101 lb down and 52 lb up at 16-0-12, 140 lb down and 52 lb up at 16-9-12, 101 lb down and 52 lb up at 18-0-12, and 140 lb down and 52 lb up at 18-9-12,and 105 lb down and 50 lb up at 19-10-4 on bottomchord. 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: 1-6=-228, 7-13=-10 Concentrated Loads (lb) Vert: 7=-52 (F), 11=-48 (F), 12=-48 (F), 10=-48 (F), 9=-48 (F), 8=-48 (F), 14=-48 (F), 15=-48 (F), 16=-48 (F), 17=-1542 (B), 18=-48 (F), 19=-61 (B), 20=-61 (B) Job Truss Truss Type Qty Ply T32783084FGR03Flat Girder 1 23786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:06 Page: 1 ID:qYC3ThowY5jyFmpvhuvT9XzqS_w-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =7x10 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =5x6 =5x6 =4x4 =2x4 HHUS46 HHUS46 HHUS46 HHUS46 HHUS46 HGUS26-2 14 13 12 15 11 16 1710 18 9 19 8 7 1 2 3 4 5 6 0-1-8 0-1-8 3-1-11 9-8-10 3-1-11 6-6-14 3-1-11 12-10-5 3-3-11 3-5-3 3-5-3 16-3-8 0-2-8 2-0-14 1-10-6 16-3-8 1-10-6 1-10-6 2-11-3 5-0-1 3-1-11 8-1-12 3-1-11 11-3-7 3-1-11 14-5-21-4-01-0-81-4-01-0-81-0-80-3-81-4-0Scale = 1:35.9 Plate Offsets (X, Y):[5:0-3-0,0-3-0], [12:0-2-8,0-4-8] 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 0.44 Vert(LL)-0.23 10 >837 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT)-0.28 10 >675 240 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT)0.04 7 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Wind(LL)0.00 10 >999 240 Weight: 177 lb FT = 11% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)7=0-3-8, 14=0-3-8 Max Uplift 7=-400 (LC 20) Max Grav 7=1489 (LC 1), 14=1666 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-1677/0, 1-2=-2833/0, 2-3=-5844/0, 3-4=-6798/464, 4-6=-5726/1909, 6-7=-1352/424 BOT CHORD 13-14=0/150, 11-13=0/4318, 10-11=-52/6571, 9-10=-1128/6508, 8-9=-1292/4260,7-8=-19/150 WEBS 1-13=0/3073, 2-12=-1939/0, 2-11=-219/1787, 3-11=-852/421, 3-10=-483/265, 4-10=0/777, 4-9=-1317/0, 5-9=-723/1717, 5-8=-2342/565, 6-8=-907/2418 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have beenprovided to distribute only loads noted as (F) or (B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)N/A 5)All bearings are assumed to be SP No.2 . 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 7. 7)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 walls at their outer ends or restrained by other means. 8)Use Simpson Strong-Tie HHUS46 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-9-12 from the left end to 9-9-12 to connect truss(es) to back face of bottom chord. 9)Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 11-8-8 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 10)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: 1-6=-100, 7-14=-10 Concentrated Loads (lb) Vert: 13=-217 (B), 15=-217 (B), 16=-217 (B),17=-217 (B), 18=-217 (B), 19=-310 (B) Job Truss Truss Type Qty Ply T32783085FGR04Flat Girder 1 23786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:06 Page: 1 ID:odOeU?bfgYEdgUpIzildOUzqEMO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =3x8 =4x6 =3x4 =4x4 =3x6 =4x6 =2x4 HHUS46 HHUS46 HHUS46 HHUS46 8 7 9 6 10 5 1 2 3 4 2-2-2 10-0-0 3-9-3 7-9-14 4-0-11 4-0-11 2-2-2 2-2-2 3-9-3 5-11-5 4-0-11 10-0-01-4-0Scale = 1:27.6 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 0.49 Vert(LL)-0.09 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT)-0.12 6-7 >989 240 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT)0.01 5 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MS Weight: 109 lb FT = 11% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 8-1,4-5:2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5= Mechanical, 8=0-3-8 Max Grav 5=2334 (LC 1), 8=2260 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-2066/0, 1-2=-4174/0, 2-3=-6407/0, 3-4=-298/0, 4-5=-134/0 BOT CHORD 7-8=0/234, 6-7=0/5668, 5-6=0/3719 WEBS 1-7=0/4357, 2-7=-1676/0, 2-6=0/830, 3-6=0/3016, 3-5=-3784/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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)Bearings are assumed to be: Joint 8 SP M 26 . 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)Use Simpson Strong-Tie HHUS46 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-1-12 from the left end to 8-1-12 to connect truss(es) to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-4=-100, 5-8=-10 Concentrated Loads (lb) Vert: 7=-881 (F), 6=-881 (F), 9=-881 (F), 10=-881 (F) Job Truss Truss Type Qty Ply T32783086FGR05Flat Girder 1 23786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:07 Page: 1 ID:10g1S93IQqg7PAHVWomxpOzqE7a-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =4x4 =5x6 =2x4 HGUS28-2 4 7 3 1 5 6 2 4-3-0 4-3-01-4-0Scale = 1:22.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL)0.03 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT)0.03 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MP Wind(LL)0.00 3-4 >999 240 Weight: 52 lb FT = 11% LUMBER TOP CHORD 2x4 SP 2850F 2.0E or 2x4 SP M 31 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4=0-3-8 Max Uplift 3=-1040 (LC 8), 4=-539 (LC 8) Max Grav 3=320 (LC 1), 4=516 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-697/0, 1-2=0/0, 2-3=-558/0 BOT CHORD 3-4=0/0 WEBS 1-3=0/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 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 forthis design. 4)N/A 5)Bearings are assumed to be: Joint 4 SP 2400F 2.0E . 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 539 lb uplift at joint 4 and 1040 lb uplift at joint 3. 8)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. 9)Use Simpson Strong-Tie HGUS28-2 (36-16d Girder, 12-16d Truss) or equivalent at 2-4-8 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 10)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: 1-6=-228, 2-6=-100, 3-4=-10 Concentrated Loads (lb) Vert: 5=-553, 7=458 (B) Job Truss Truss Type Qty Ply T32783087FGR06Flat Girder 1 23786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:07 Page: 1 ID:n7S51xOUFEjHFogu_AZZeWzqEUO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =4x4 =4x6 =2x4 HHUS46 HHUS46 4 6 7 3 1 5 2 3-10-0 3-10-01-4-01-4-0Scale = 1:22.6 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 0.61 Vert(LL)-0.02 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT)-0.03 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MP Weight: 43 lb FT = 11% LUMBER TOP CHORD 2x4 SP 2850F 2.0E or 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical Max Grav 3=2270 (LC 1), 4=1552 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-778/0, 1-2=0/0, 2-3=-1359/0 BOT CHORD 3-4=0/0 WEBS 1-3=0/0 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3") nails as follows:Top chords connected as follows: 2x4 - 1 row at 0-9-0oc.Bottom chords connected as follows: 2x6 - 2 rowsstaggered 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)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 HHUS46 (14-10d Girder, 6-10dTruss, Single Ply Girder) or equivalent spaced at 2-0-0oc max. starting at 1-0-12 from the left end to 3-0-12 toconnect truss(es) to back face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-2=-228, 3-4=-10 Concentrated Loads (lb) Vert: 2=-623, 5=-707, 6=-825 (B), 7=-826 (B) Job Truss Truss Type Qty Ply T32783088FGR07Flat Girder 1 23786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:07 Page: 1 ID:5yRJNiqBVwqJJeWS8h6AUnzqS9C-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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 =5x6 =6x8 =2x4 =5x6 =2x4 HHUS46 HHUS46 6 7 5 8 4 1 2 3 3-0-0 3-0-0 3-0-0 6-0-0 3-0-0 3-0-0 3-0-0 6-0-01-4-0Scale = 1:27.4 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 0.22 Vert(LL)-0.03 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(CT)-0.04 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code FBC2023/TPI2014 Matrix-MP Weight: 67 lb FT = 11% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-3-8, 6=0-3-8 Max Grav 4=1456 (LC 1), 6=1345 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-1028/0, 1-2=-2607/0, 2-3=-2607/0, 3-4=-1028/0 BOT CHORD 5-6=0/0, 4-5=0/0 WEBS 3-5=0/2750, 2-5=-264/0, 1-5=0/2750 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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 LOADCASE(S) section. Ply to ply connections have beenprovided to distribute only loads noted as (F) or (B),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)Use Simpson Strong-Tie HHUS46 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-1-12 from the left end to 4-1-12 to connect truss(es) to back face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-3=-100, 4-6=-10 Concentrated Loads (lb) Vert: 7=-1087 (B), 8=-1087 (B) Job Truss Truss Type Qty Ply T32783089FGR08Flat Girder 1 23786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:07 Page: 1 ID:CnC3wsAtr5LdXodGAGRapozqE8k-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 3.5412 =2x4 =2x4 =2x4 =3x4 =4x4 1 14 7 15 6 5 2 11 3 12 13 4 1-10-10 -1-10-10 4-5-8 4-5-8 5-3-12 9-9-5 0-3-8 9-9-5 4-5-8 4-5-8 5-0-4 9-5-133-8-140-4-13-2-10Scale = 1:30.3 Plate Offsets (X, Y):[2:Edge,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL)-0.05 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT)-0.13 6-7 >909 240 BCLL 0.0*Rep Stress Incr NO WB 0.53 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MS Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-4-9, 4= Mechanical, 5=Mechanical Max Horiz 2=174 (LC 4) Max Uplift 2=-174 (LC 4), 4=-113 (LC 4), 5=-59 (LC 8) Max Grav 2=506 (LC 1), 4=167 (LC 1), 5=311 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/32, 2-3=-986/256, 3-4=-71/38 BOT CHORD 2-7=-322/926, 6-7=-322/926, 5-6=0/0 WEBS 3-6=-959/334, 3-7=0/263 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Bearings are assumed to be: Joint 2 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 113 lb uplift at joint 4, 174 lb uplift at joint 2 and 59 lb uplift at joint 5. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 61 lb up at 1-5-0, 86 lb down and 61 lb up at 1-5-0, 33 lb down and 53 lb up at 4-2-15, 33 lb down and 53 lb up at 4-2-15, and 63 lb down and 92 lb up at 7-0-14, and 63 lb down and 92 lb up at 7-0-14 on top chord, and 16 lb down and 46 lb up at 1-5-0, 16 lb down and 46 lb up at 1-5-0, 14 lb down at 4-2-15, 14 lb down at 4-2-15, and 32 lb down at 7-0-14, and 32 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 7=-11 (F=-6, B=-6), 12=-80 (F=-40, B=-40), 14=61 (F=30, B=30), 15=-62 (F=-31, B=-31) Job Truss Truss Type Qty Ply T32783090HJ01Diagonal Hip Girder 2 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:07 Page: 1 ID:_nr?vzA?pFQ9BiFcqTWeUWzqSb9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x4 =2x4 =3x4 =3x4 =2x4 1 13 14 6 5 2 10 11 3 12 4 1-4-0 -1-4-0 2-1-4 7-5-0 5-3-12 5-3-12 0-1-12 5-3-12 2-1-4 7-5-0 5-2-0 5-2-03-11-90-4-13-5-2Scale = 1:36.1 Plate Offsets (X, Y):[2:0-0-14,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 0.30 Vert(LL)0.07 6-9 >877 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT)0.06 6-9 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-0, 5= Mechanical, 6=0-3-8 Max Horiz 2=177 (LC 9) Max Uplift 2=-164 (LC 6), 5=-31 (LC 10),6=-141 (LC 6) Max Grav 2=291 (LC 1), 5=46 (LC 1), 6=325 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-137/74, 3-4=-76/70, 4-5=-41/16 BOT CHORD 2-6=-77/124, 5-6=-77/124 WEBS 3-6=-189/186, 3-5=-111/220 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust)Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=20ft; Cat.II; Exp C; Enclosed; MWFRS (envelope) exterior (2)zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 to3-0-5, Zone2 3-0-5 to 7-3-4 zone; end vertical left andright exposed; porch left exposed;C-C for members andforces & 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)Bearings are assumed to be: Joint 2 SP No.2 , Joint 6 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 164 lb uplift at joint 2, 141 lb uplift at joint 6 and 31 lb uplift at joint 5. 8)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783091M01Jack-Closed 2 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:08 Page: 1 ID:T7aweTlotNM8OsFguQZ8KizqSET-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =2x4 =2x4 =2x4 1 4 2 3 1-4-0 -1-4-0 3-4-0 3-4-0 3-4-02-3-20-4-11-8-11Scale = 1:23.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL)0.00 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT)-0.01 4-7 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MP Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 4= Mechanical Max Horiz 2=86 (LC 9) Max Uplift 2=-100 (LC 10), 4=-46 (LC 10) Max Grav 2=224 (LC 1), 4=111 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-97/57, 3-4=-93/85 BOT CHORD 2-4=-24/83 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; end vertical 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 20.0psfon 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. 5)Bearings are assumed to be: Joint 2 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 46 lb uplift at joint 4 and 100 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783092M02Jack-Closed 10 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:08 Page: 1 ID:MiPiBGPIwHIKUIyFcT213JzqSDc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =2x4 =3x4 =3x4 =2x4 4 3 1 2 3-10-0 3-10-03-5-21-9-153-5-2Scale = 1:26.4 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 0.24 Vert(LL)-0.01 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT)-0.02 3-4 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.05 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)3= Mechanical, 4= Mechanical Max Horiz 4=153 (LC 9) Max Uplift 3=-94 (LC 7), 4=-46 (LC 10) Max Grav 3=142 (LC 1), 4=150 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-83/100, 2-3=-132/133, 1-4=-115/134 BOT CHORD 3-4=-143/201 WEBS 1-3=-159/110 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust)Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=20ft; Cat.II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 46 lb uplift at joint 4 and 94 lb uplift at joint 3. 7)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783093M02AJack-Closed 2 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:08 Page: 1 ID:Oi6OMi93PKB5?K?GWdBerNzqSFE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =4x8 =3x4 =2x4 =2x4 1 5 2 3 4 1-4-0 -1-4-0 1-5-9 1-5-9 1-10-7 3-4-0 3-4-01-11-50-4-11-4-150-3-80-3-80-7-140-11-6Scale = 1:20.8 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 0.24 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-MP Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=3-4-0, 5=3-4-0, 6=3-4-0 Max Horiz 2=69 (LC 9), 6=69 (LC 9) Max Uplift 2=-103 (LC 10), 5=-43 (LC 10), 6=-103 (LC 10) Max Grav 2=224 (LC 1), 5=111 (LC 1), 6=224(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-4=-68/54, 4-5=-83/112 BOT CHORD 2-5=-18/52 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; end vertical 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 trussonly. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)All bearings are assumed to be SP No.2 . 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 2, 43 lb uplift at joint 5 and 103 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783094M03Monopitch Supported Gable 1 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:08 Page: 1 ID:qR0xXErFg1iMBh7zAJAFzhzqSD3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =4x8 =3x4 =2x4 =2x4 =2x4 =2x4 1 7 6 2 3 4 5 1-4-0 -1-4-0 1-10-2 1-10-2 3-3-14 5-2-0 5-2-02-8-80-4-12-2-10-3-80-3-80-9-121-1-4Scale = 1:24.8 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 0.24 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.09 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=5-2-0, 6=5-2-0, 7=5-2-0, 8=5-2-0 Max Horiz 2=110 (LC 9), 8=110 (LC 9) Max Uplift 2=-92 (LC 6), 6=-22 (LC 7), 7=-100 (LC 10), 8=-92 (LC 6) Max Grav 2=207 (LC 1), 6=45 (LC 1), 7=230 (LC 1), 8=207 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-4=-105/109, 4-5=-54/60, 5-6=-55/76 BOT CHORD 2-7=-31/66, 6-7=-31/57 WEBS 4-7=-161/308 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)All bearings are assumed to be SP No.2 . 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 2, 22 lb uplift at joint 6, 100 lb uplift at joint 7 and 92 lb uplift at joint 2. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T32783095T01Monopitch Supported Gable 1 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:09 Page: 1 ID:HwI23SoET6PLPjjVmKecd2zqSFi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LATERALLY BRACE TOP CHORD WITH PURLINS @2-0-0 o/c IF STRUCTURALSHEATHING IS NOT DIRECTLY APPLIED. This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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) 512 =3x4 =2x4 =6x8 =4x4 1 12 13 5 2 10 11 6 3 4 1-4-0 -1-4-0 0-3-8 5-5-8 5-2-0 5-2-0 5-5-83-0-50-4-11-4-01-4-01-4-01-1-142-5-14Scale = 1:27.5 Plate Offsets (X, Y):[2:0-0-2,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 0.50 Vert(LL)0.12 5-9 >491 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT)0.11 5-9 >563 240 BCLL 0.0*Rep Stress Incr NO WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code FBC2023/TPI2014 Matrix-AS Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-0, 5=0-3-8 Max Horiz 2=129 (LC 7) Max Uplift 2=-167 (LC 6), 5=-371 (LC 7) Max Grav 2=294 (LC 1), 5=698 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-95/87, 3-4=-7/0, 3-5=-139/233 BOT CHORD 2-5=-63/102 NOTES 1)Wind: ASCE 7-22; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=20ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-4-0 to 1-8-0, Zone1 1-8-0 to 2-2-0, Zone3 2-2-0 to 5-2-0 zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 2 and 371 lb uplift at joint 5. 8)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 569 lb down and 1154 lb up at 5-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the faceof the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 5=-500 (F) Job Truss Truss Type Qty Ply T32783096T02Half Hip 6 13786805 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.73 S Jan 4 2024 Print: 8.730 S Jan 4 2024 MiTek Industries, Inc. Tue Jan 30 08:41:09 Page: 1 ID:3aiChrfI9dK4k2y2QwZoMfzqb1W-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f This item has been digitally signed and sealed by ORegan, Philip, PE on the date indicated here. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. January 31,2024 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.