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309 PLAZA RES23-0026 Main House TRUSS Seals MS16023 Swingley Ridge Rd Chesterfield, MO 63017 MiTek USA, Inc. RE: 3128248 - Duval - Goldwasser upper Roof Design Code: FBC2020/TPI2014Wind Code: ASCE 7-16 Wind Speed: 130 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.5 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: 4-6/11 Customer Info: DUVAL CONSTRUCTION Project Name: GOLDWASSER RES Model: .. Subdivision: .Address: 309 PLAZA RD, . 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: September 15,2022 Velez, Joaquin 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 (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T28786526 A1 Date 9/15/222T28786527A1B9/15/223T28786528A29/15/224T28786529A39/15/225T28786530A49/15/226T28786531A59/15/227T28786532A69/15/228T28786533A79/15/229T28786534B19/15/2210T28786535B29/15/2211T28786536B39/15/2212T28786537B49/15/2213T28786538CJ19/15/2214T28786539CJ1A9/15/22 No.Seal#Truss Name 15 T28786540 CJ1B Date 9/15/2216T28786541CJ39/15/2217T28786542CJ3A9/15/2218T28786543CJ3B9/15/2219T28786544CJ3C9/15/2220T28786545CJ59/15/2221T28786546CJ5A9/15/2222T28786547CJ5B9/15/2223T28786548CJ5C9/15/2224T28786549D19/15/2225T28786550D29/15/2226T28786551D39/15/2227T28786552D49/15/2228T28786553D59/15/22 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies This Truss Engineering package has been reviewed and complies with the design intent applied to this project. SHOP DRAWING APPROVAL STAMP MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A. #26894 - (904) 342-8751 By Toni Gindlesperger at 10:57 am, Feb 16, 2023By Mike Jones at 11:47 am, Sep 27, 2023 16023 Swingley Ridge Rd Chesterfield, MO 63017 MiTek USA, Inc. RE: 3128248 - Duval - Goldwasser upper Roof 2 of 2 Site Information: Lot/Block: 4-6/11 Customer Info: DUVAL CONSTRUCTION Project Name: GOLDWASSER RES Model: .. Subdivision: .Address: 309 PLAZA RD, . State: FLCity: Atlantic Beach No.Seal#Truss Name 29 T28786554 HJ5 Date 9/15/2230T28786555HJ79/15/2231T28786556HJ89/15/2232T28786557V029/15/2233T28786558V049/15/2234T28786559V04A9/15/2235T28786560V04B9/15/2236T28786561V089/15/2237T28786562V08A9/15/2238T28786563V0129/15/2239T28786564V012A9/15/2240T28786565V0169/15/2241T28786566V016A9/15/2242T28786567V0209/15/2243T28786568V020A9/15/2244T28786569V0249/15/2245T28786570V024A9/15/22 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss A1 Truss Type Roof Special Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786526 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:28:48 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-coX_7MtCswzsJc0n6ZTeagpn0QESF05kgdKkNIydk0z Scale = 1:58.1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 21 22 23 24 25 26 27 28 4x4 4x6 5x6 5x6 5x12 4x6 4x4 4x6 3x4 3x4 6x8 4x4 3x4 4x4 6-9-5 6-9-5 15-11-8 9-2-3 19-11-8 4-0-0 26-1-5 6-1-13 32-11-8 6-10-3 6-9-5 6-9-5 11-4-7 4-7-1 15-11-8 4-7-1 17-11-8 2-0-0 19-11-8 2-0-0 26-1-5 6-1-13 32-11-8 6-10-3 0-5-114-1-125-2-120-5-44-1-126.50 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-10], [2:0-3-0,0-1-14], [7:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.98 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.56 0.12 (loc) 12-14 12-14 8 l/defl >999 >704 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)1=0-4-0, 8=0-4-0 Max Horz 1=-130(LC 10) Max Uplift 1=-346(LC 12), 8=-346(LC 12) Max Grav 1=1483(LC 1), 8=1483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2543/646, 2-3=-2158/637, 3-4=-3184/880, 4-5=-3699/1054, 5-6=-3550/1045, 6-7=-2177/649, 7-8=-2560/671 BOT CHORD 1-14=-489/2128, 12-14=-699/2879, 10-12=-550/2478, 9-10=-722/3052, 8-9=-493/2150 WEBS 2-14=-114/804, 3-14=-954/280, 3-12=-50/465, 4-12=-1901/589, 5-12=-522/1944, 5-10=-476/1564, 6-10=-1367/478, 6-9=-1039/268, 7-9=-95/721 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-3-9, Interior(1) 3-3-9 to 6-9-5, Exterior(2R) 6-9-5 to 10-0-14, Interior(1) 10-0-14 to 17-11-8, Exterior(2E) 17-11-8 to 19-11-8, Interior(1) 19-11-8 to 26-1-5, Exterior(2R) 26-1-5 to 29-4-14, Interior(1) 29-4-14 to 32-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 1 and 346 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss A1B Truss Type Roof Special Girder Qty 1 Ply 2 Duval - Goldwasser upper Roof Job Reference (optional) T28786527 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:28:50 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-YBflY2vSOXDaYwA9D_V6g5u8GDxFjzx17xprRBydk0x Scale = 1:61.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 25 2627 28 29 30 31 32 33 34 4x8 5x12 4x6 5x8 4x8 6x8 2x4 5x8 2x4 2x4 5x8 2x4 2x4 3x10 2x4 6x8 4x4 3x6 0-0-11 0-0-11 5-0-0 4-11-5 9-7-1 4-7-1 14-2-3 4-7-1 18-2-3 4-0-0 22-2-3 4-0-0 25-3-1 3-0-15 28-4-0 3-0-15 33-3-3 4-11-4 33-4-0 0-0-12 -1-5-5 1-5-5 5-0-0 5-0-0 9-7-1 4-7-1 14-2-3 4-7-1 18-2-3 4-0-0 22-2-3 4-0-0 25-3-1 3-0-15 28-4-0 3-0-15 33-4-0 5-0-0 34-10-0 1-6-0 0-4-43-0-125-2-120-4-43-0-126.50 12 Plate Offsets (X,Y)-- [2:0-1-6,Edge], [3:0-6-4,0-1-12], [7:0-5-4,0-2-8], [9:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.85 0.96 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.69 0.14 (loc) 17 15-17 10 l/defl >999 >576 n/a L/d 240 180 n/a PLATES MT20 Weight: 404 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 10=0-3-8 Max Horz 2=-155(LC 23) Max Uplift 2=-942(LC 8), 10=-986(LC 8) Max Grav 2=3440(LC 1), 10=3604(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6739/1738, 3-4=-9560/2509, 4-5=-9560/2509, 5-6=-6196/1629, 6-7=-6195/1628, 7-8=-8005/2100, 8-9=-8005/2100, 9-10=-7070/1825 BOT CHORD 2-20=-1401/5858, 19-20=-1404/5890, 17-19=-2383/9796, 15-17=-2387/9800, 14-15=-2131/8798, 13-14=-2126/8789, 12-13=-1490/6217, 10-12=-1475/6142 WEBS 3-20=-54/605, 3-19=-1092/4253, 4-19=-544/289, 5-19=-880/662, 5-15=-5272/1400, 6-15=-1393/5490, 7-15=-4065/1092, 7-13=-1041/249, 8-13=-251/147, 9-13=-595/2374, 9-12=-274/1380 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 942 lb uplift at joint 2 and 986 lb uplift at joint 10. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss A1B Truss Type Roof Special Girder Qty 1 Ply 2 Duval - Goldwasser upper Roof Job Reference (optional) T28786527 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:28:50 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-YBflY2vSOXDaYwA9D_V6g5u8GDxFjzx17xprRBydk0x NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 184 lb down and 184 lb up at 5-0-0, 135 lb down and 102 lb up at 7-0-12, 138 lb down and 109 lb up at 8-7-4, 145 lb down and 114 lb up at 9-1-7, and 145 lb down and 114 lb up at 27-2-15, and 188 lb down and 193 lb up at 28-4-0 on top chord, and 206 lb down and 63 lb up at 5-0-0, 53 lb down at 7-0-12, 56 lb down at 8-7-4, 1438 lb down and 365 lb up at 9-1-7, and 1438 lb down and 365 lb up at 27-2-15, and 213 lb down and 62 lb up at 28-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 6-7=-70, 7-9=-70, 9-11=-70, 2-10=-20 Concentrated Loads (lb) Vert: 3=-84(B) 9=-92(B) 20=-169(B) 12=-177(B) 25=-73(B) 26=-80(B) 27=-97(B) 30=-97(B) 31=-43(B) 32=-50(B) 33=-1438(B) 34=-1438(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss A2 Truss Type Hip Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786528 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:28:52 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-VamVzkxjw8TIoEJYLOXalW_TC1dyB_sKbFIxW4ydk0v Scale = 1:55.9 1 2 3 4 5 6 7 12 11 10 9 8 19 20 21 22 23 24 3x6 4x6 4x6 4x4 4x4 3x8 2x4 2x4 3x8 3x8 2x4 4x4 8-9-5 8-9-5 16-5-5 7-8-0 24-1-5 7-8-0 32-11-8 8-10-3 4-6-5 4-6-5 8-9-5 4-3-0 16-5-5 7-8-0 24-1-5 7-8-0 28-4-5 4-3-0 32-11-8 4-7-3 0-5-115-2-120-5-45-2-126.50 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-6], [3:0-3-0,0-1-14], [5:0-3-0,0-1-14], [7:0-1-13,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.88 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.33 0.12 (loc) 10 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. WEBS 1 Row at midpt 4-12, 4-8 REACTIONS. (size)1=0-4-0, 7=0-4-0 Max Horz 1=-130(LC 10) Max Uplift 1=-346(LC 12), 7=-346(LC 12) Max Grav 1=1483(LC 1), 7=1483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2602/652, 2-3=-2316/580, 3-4=-1996/554, 4-5=-2007/556, 5-6=-2331/583, 6-7=-2629/658 BOT CHORD 1-12=-505/2218, 10-12=-512/2578, 8-10=-512/2578, 7-8=-513/2250 WEBS 2-12=-307/174, 3-12=-100/680, 4-12=-786/186, 4-10=0/281, 4-8=-775/183, 5-8=-102/688, 6-8=-330/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-3-9, Interior(1) 3-3-9 to 8-9-5, Exterior(2R) 8-9-5 to 13-5-4, Interior(1) 13-5-4 to 24-1-5, Exterior(2R) 24-1-5 to 28-6-3, Interior(1) 28-6-3 to 32-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 1 and 346 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss A3 Truss Type Hip Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786529 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:28:53 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-zmKtB4xLhSb9PNukv62pHkWk0R_MwOdUpv1V2Wydk0u Scale = 1:55.7 1 2 3 4 5 6 7 12 11 10 9 8 19 20 21 22 23 24 25 26 3x8 4x6 4x6 4x4 3x4 3x8 2x4 2x4 3x8 3x8 2x4 3x4 10-9-5 10-9-5 16-5-5 5-8-0 22-1-5 5-8-0 32-11-8 10-10-3 5-6-5 5-6-5 10-9-5 5-3-0 16-5-5 5-8-0 22-1-5 5-8-0 27-4-5 5-3-0 32-11-8 5-7-3 0-5-116-3-120-5-46-3-126.50 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-6], [3:0-3-0,0-1-14], [5:0-3-0,0-1-14], [7:0-0-8,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.49 0.80 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.58 0.09 (loc) 8-18 8-18 7 l/defl >999 >681 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 9-11: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-3 oc bracing. REACTIONS. (size)1=0-4-0, 7=0-4-0 Max Horz 1=-160(LC 10) Max Uplift 1=-346(LC 12), 7=-346(LC 12) Max Grav 1=1483(LC 1), 7=1483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2565/657, 2-3=-2170/555, 3-4=-1835/536, 4-5=-1843/537, 5-6=-2180/557, 6-7=-2585/661 BOT CHORD 1-12=-499/2186, 10-12=-371/2066, 8-10=-371/2066, 7-8=-505/2210 WEBS 2-12=-447/237, 3-12=-101/644, 4-12=-445/126, 4-8=-436/125, 5-8=-103/650, 6-8=-465/242 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-3-9, Interior(1) 3-3-9 to 10-9-5, Exterior(2R) 10-9-5 to 15-5-4, Interior(1) 15-5-4 to 22-1-5, Exterior(2R) 22-1-5 to 26-9-4, Interior(1) 26-9-4 to 32-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 1 and 346 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss A4 Truss Type Hip Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786530 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:28:54 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-RyuFOQyzSmj01XTwSpa2qx3pGrKhfofd2Zn2ayydk0t Scale = 1:55.7 1 2 3 4 5 6 12 11 10 9 8 7 19 20 21 22 23 24 25 4x4 4x8 4x6 4x4 3x4 3x6 2x4 3x4 3x8 3x6 2x4 4x4 6-6-5 6-6-5 12-9-5 6-3-0 20-1-5 7-4-0 26-4-5 6-3-0 32-11-8 6-7-3 6-6-5 6-6-5 12-9-5 6-3-0 20-1-5 7-4-0 26-4-5 6-3-0 32-11-8 6-7-3 0-5-117-4-120-5-47-4-126.50 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-14], [3:0-5-4,0-2-0], [4:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.80 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.33 0.11 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. (size)1=0-3-8, 6=0-4-0 Max Horz 1=-189(LC 10) Max Uplift 1=-346(LC 12), 6=-346(LC 12) Max Grav 1=1658(LC 17), 6=1653(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2830/615, 2-3=-2178/546, 3-4=-1849/533, 4-5=-2171/547, 5-6=-2846/620 BOT CHORD 1-12=-454/2536, 10-12=-454/2536, 8-10=-246/1931, 7-8=-460/2412, 6-7=-460/2412 WEBS 2-10=-714/241, 3-10=-52/642, 4-8=-54/600, 5-8=-745/247, 5-7=0/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-3-9, Interior(1) 3-3-9 to 12-9-5, Exterior(2R) 12-9-5 to 17-5-4, Interior(1) 17-5-4 to 20-1-5, Exterior(2R) 20-1-5 to 24-9-4, Interior(1) 24-9-4 to 32-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 1 and 346 lb uplift at joint 6. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss A5 Truss Type Hip Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786531 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:28:56 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-NL00p5_D_NzjGrdJaEcWvM8Ame1l7pNwVtG9frydk0r Scale = 1:60.1 1 2 3 4 5 6 12 11 10 9 8 7 19 20 21 22 5x8 4x8 4x6 5x8 4x4 4x4 2x4 3x4 3x8 2x4 4x4 3x4 7-6-5 7-6-5 14-9-5 7-3-0 18-1-5 3-4-0 25-4-5 7-3-0 32-11-8 7-7-3 7-6-5 7-6-5 14-9-5 7-3-0 18-1-5 3-4-0 25-4-5 7-3-0 32-11-8 7-7-3 0-5-118-5-120-5-48-5-126.50 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-14], [2:0-4-0,0-3-0], [3:0-5-4,0-2-0], [4:0-3-0,0-1-14], [5:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.76 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.28 0.10 (loc) 7-18 10-12 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-12 oc bracing. WEBS 1 Row at midpt 2-10, 3-8, 5-8 REACTIONS. (size)1=0-3-8, 6=0-4-0 Max Horz 1=-219(LC 10) Max Uplift 1=-346(LC 12), 6=-346(LC 12) Max Grav 1=1483(LC 1), 6=1483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2541/606, 2-3=-1833/523, 3-4=-1500/516, 4-5=-1835/523, 5-6=-2559/610 BOT CHORD 1-12=-434/2134, 10-12=-435/2131, 8-10=-186/1498, 7-8=-440/2150, 6-7=-439/2153 WEBS 2-12=0/314, 2-10=-778/291, 3-10=-96/487, 4-8=-97/491, 5-8=-798/296, 5-7=0/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-3-9, Interior(1) 3-3-9 to 14-9-5, Exterior(2E) 14-9-5 to 18-1-5, Exterior(2R) 18-1-5 to 22-9-4, Interior(1) 22-9-4 to 32-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 1 and 346 lb uplift at joint 6. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss A6 Truss Type Common Qty 10 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786532 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:28:57 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-rXaO0R_rlh5au?CV8y7lSahRV2KTsC?3kX?iBHydk0q Scale = 1:60.9 1 2 3 4 5 6 7 12 11 10 9 8 19 20 21 22 23 4x4 ST1.5x8 STP 4x4 4x4 3x8 3x4 3x4 5x6 3x4 3x4 5x6 4x4 3x4 8-4-5 8-4-5 16-5-5 8-1-0 24-6-5 8-1-0 32-11-8 8-5-3 5-8-0 5-8-0 11-0-11 5-4-11 16-5-5 5-4-11 21-10-0 5-4-11 27-2-11 5-4-11 32-11-8 5-8-13 0-5-119-4-90-5-46.50 12 Plate Offsets (X,Y)-- [2:0-3-0,0-3-0], [6:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.40 0.92 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.39 0.11 (loc) 10-12 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-10, 3-10 REACTIONS. (size)1=0-4-0, 7=0-6-0 Max Horz 1=-243(LC 10) Max Uplift 1=-346(LC 12), 7=-346(LC 12) Max Grav 1=1664(LC 17), 7=1665(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2837/662, 2-3=-2610/644, 3-4=-1820/550, 4-5=-1820/550, 5-6=-2631/649, 6-7=-2862/667 BOT CHORD 1-12=-509/2595, 10-12=-349/2114, 8-10=-342/1977, 7-8=-509/2440 WEBS 4-10=-338/1353, 5-10=-788/285, 5-8=-82/651, 6-8=-367/207, 3-10=-778/283, 3-12=-77/627, 2-12=-349/203 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-3-9, Interior(1) 3-3-9 to 16-5-5, Exterior(2R) 16-5-5 to 19-8-14, Interior(1) 19-8-14 to 32-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 1 and 346 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss A7 Truss Type Common Girder Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786533 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:28:59 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-owh8R706GIMI7IMuFN9DX?mlUr2oK0AMCrUpGAydk0o Scale: 3/16"=1' 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 22 23 24 25 26 27 28 29 30 31 32 33 34 35 5x6 ST1.5x8 STP ST1.5x8 STP 4x4 5x6 4x4 4x6 2x4 3x4 3x6 3x8 3x6 3x4 3x4 2x4 3x8 4x6 5-8-8 5-8-8 11-1-3 5-4-11 16-5-13 5-4-11 20-6-5 4-0-8 27-3-3 6-8-13 33-0-0 5-8-13 5-8-8 5-8-8 11-1-3 5-4-11 16-5-13 5-4-11 20-6-5 4-0-8 24-6-13 4-0-8 28-7-5 4-0-8 33-0-0 4-4-11 0-5-69-4-90-5-46.50 12 Plate Offsets (X,Y)-- [1:Edge,0-0-13], [2:0-3-0,0-3-0], [6:0-3-0,0-3-0], [8:0-4-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.74 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.33 0.10 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 219 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing. WEBS 1 Row at midpt 3-12, 5-12 REACTIONS. (size)1=0-6-0, 8=0-6-0 Max Horz 1=-243(LC 30) Max Uplift 1=-607(LC 8), 8=-616(LC 8) Max Grav 1=2034(LC 1), 8=2060(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3734/1099, 2-3=-3057/937, 3-4=-2334/797, 4-5=-2303/806, 5-6=-2858/910, 6-7=-3713/1150, 7-8=-3845/1138 BOT CHORD 1-15=-888/3272, 14-15=-886/3263, 12-14=-626/2613, 10-12=-560/2451, 9-10=-750/2875, 8-9=-943/3328 WEBS 2-15=-66/383, 2-14=-779/303, 3-14=-169/703, 3-12=-1012/373, 4-12=-617/1815, 5-12=-984/355, 5-10=-227/817, 6-10=-691/284, 6-9=-227/764 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 lb uplift at joint 1 and 616 lb uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 83 lb up at 2-9-13, and 49 lb down and 83 lb up at 30-1-13 on top chord, and 180 lb down and 103 lb up at 2-9-13, 77 lb down and 39 lb up at 4-10-14, 77 lb down and 39 lb up at 6-10-14, 77 lb down and 39 lb up at 8-10-14, 77 lb down and 39 lb up at 10-10-14, 77 lb down and 39 lb up at 12-10-14, 77 lb down and 39 lb up at 14-10-14, 77 lb down and 39 lb up at 16-10-14, 77 lb down and 39 lb up at 18-10-14, 77 lb down and 39 lb up at 20-10-14, 77 lb down and 39 lb up at 22-10-14, 77 lb down and 39 lb up at 24-10-14, 77 lb down and 39 lb up at 26-10-14, and 77 lb down and 39 lb up at 28-10-14, and 180 lb down and 103 lb up at 30-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss A7 Truss Type Common Girder Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786533 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:28:59 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-owh8R706GIMI7IMuFN9DX?mlUr2oK0AMCrUpGAydk0o LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-8=-70, 16-19=-20 Concentrated Loads (lb) Vert: 13=-77(F) 14=-77(F) 11=-77(F) 24=-59(F) 25=-77(F) 26=-77(F) 27=-77(F) 28=-77(F) 29=-77(F) 30=-77(F) 31=-77(F) 32=-77(F) 33=-77(F) 34=-77(F) 35=-59(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss B1 Truss Type Hip Girder Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786534 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:01 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-kIpvsp1Movc0NcWGNnChcQs72fnyo5sff8zwK2ydk0m Scale = 1:34.2 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 4x8 4x8 3x4 3x4 2x4 3x8 2x4 2x4 3x4 5-0-0 5-0-0 9-0-0 4-0-0 13-0-0 4-0-0 18-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 9-0-0 4-0-0 13-0-0 4-0-0 18-0-0 5-0-0 19-6-0 1-6-0 0-4-43-0-120-4-43-0-126.50 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [5:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.56 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.14 0.05 (loc) 9 9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-6 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=93(LC 24) Max Uplift 2=-407(LC 8), 6=-407(LC 8) Max Grav 2=1342(LC 1), 6=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2169/568, 3-4=-2295/655, 4-5=-2295/655, 5-6=-2169/568 BOT CHORD 2-11=-427/1840, 9-11=-427/1857, 8-9=-420/1852, 6-8=-421/1837 WEBS 3-11=0/369, 3-9=-192/583, 4-9=-473/269, 5-9=-193/583, 5-8=0/369 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 407 lb uplift at joint 2 and 407 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 184 lb down and 183 lb up at 5-0-0, 142 lb down and 102 lb up at 7-0-12, 142 lb down and 102 lb up at 9-0-0, and 142 lb down and 102 lb up at 10-11-4, and 184 lb down and 183 lb up at 13-0-0 on top chord, and 206 lb down and 63 lb up at 5-0-0, 53 lb down at 7-0-12, 53 lb down at 9-0-0, and 53 lb down at 10-11-4, and 206 lb down and 63 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 12-15=-20 Concentrated Loads (lb) Vert: 3=-84(B) 5=-84(B) 11=-169(B) 9=-43(B) 4=-73(B) 8=-169(B) 18=-73(B) 19=-73(B) 20=-43(B) 21=-43(B) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss B2 Truss Type Hip Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786535 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:02 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-CVNH392_ZDkt_m4TwVjw9dOCR36MXaCouojTsVydk0l Scale = 1:34.2 1 2 3 4 5 6 9 8 7 16 17 18 19 4x8 4x6 3x4 3x4 2x4 3x4 3x4 7-0-0 7-0-0 11-0-0 4-0-0 18-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 11-0-0 4-0-0 18-0-0 7-0-0 19-6-0 1-6-0 0-4-44-1-120-4-44-1-126.50 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [4:0-3-0,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.62 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.20 0.02 (loc) 7-15 9-12 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-3-8 Max Horz 2=121(LC 11) Max Uplift 2=-267(LC 12), 5=-267(LC 12) Max Grav 2=915(LC 1), 5=915(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1175/307, 3-4=-943/312, 4-5=-1176/289 BOT CHORD 2-9=-146/937, 7-9=-145/943, 5-7=-129/938 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-0-0, Exterior(2E) 7-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 19-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 2 and 267 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss B3 Truss Type Common Qty 5 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786536 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:03 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-ghxfHU3cKXskcwffUCE9hrxUjTPCG?Jy6SS1Pxydk0k Scale = 1:35.2 1 2 3 4 5 6 7 8 15 16 17 18 4x4 5x8 4x4 2x4 2x4 4x4 9-0-0 9-0-0 18-0-0 9-0-0 -1-6-0 1-6-0 4-9-0 4-9-0 9-0-0 4-3-0 13-3-0 4-3-0 18-0-0 4-9-0 19-6-0 1-6-0 0-4-45-2-120-4-46.50 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.35 0.77 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.03 (loc) 8-14 8-14 6 l/defl >999 >928 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=-149(LC 10) Max Uplift 2=-267(LC 12), 6=-267(LC 12) Max Grav 2=915(LC 1), 6=915(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1270/354, 3-4=-955/274, 4-5=-955/274, 5-6=-1270/354 BOT CHORD 2-8=-203/1085, 6-8=-220/1085 WEBS 4-8=-101/590, 5-8=-385/207, 3-8=-384/208 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-0-0, Exterior(2R) 9-0-0 to 12-0-0, Interior(1) 12-0-0 to 19-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 2 and 267 lb uplift at joint 6. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss B4 Truss Type Common Qty 3 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786537 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:04 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-8tV1Uq4E5q_bE4Er2wlOE2UeqskB?SU5L6CaxNydk0j Scale = 1:34.2 1 2 3 4 5 6 13 14 15 16 4x4 4x4 5x8 4x4 2x4 2x4 9-0-0 9-0-0 18-0-0 9-0-0 4-9-0 4-9-0 9-0-0 4-3-0 13-3-0 4-3-0 18-0-0 4-9-0 0-4-45-2-120-4-46.50 12 Plate Offsets (X,Y)-- [6:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.39 0.79 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.24 0.03 (loc) 6-12 6-12 5 l/defl >999 >897 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 5=Mechanical Max Horz 1=-127(LC 10) Max Uplift 1=-189(LC 12), 5=-189(LC 12) Max Grav 1=810(LC 1), 5=810(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1302/379, 2-3=-978/293, 3-4=-978/293, 4-5=-1302/379 BOT CHORD 1-6=-278/1118, 5-6=-269/1119 WEBS 3-6=-123/602, 4-6=-401/215, 2-6=-400/215 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 12-0-0, Interior(1) 12-0-0 to 18-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 lb uplift at joint 1 and 189 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss CJ1 Truss Type Jack-Open Qty 18 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786538 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:05 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-c43PiA5ts86SrDp2cdGdnG0sFGGykxJFamx7Tpydk0i Scale = 1:8.6 1 2 3 4 3x4 ST1.5x8 STP 0-11-4 0-11-4 -1-6-0 1-6-0 0-11-4 0-11-4 0-4-40-10-50-5-90-10-56.50 12 Plate Offsets (X,Y)-- [2:0-1-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.22 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-6-0, 4=Mechanical Max Horz 2=71(LC 12) Max Uplift 3=-12(LC 1), 2=-164(LC 12), 4=-32(LC 1) Max Grav 3=23(LC 12), 2=232(LC 1), 4=44(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 3, 164 lb uplift at joint 2 and 32 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss CJ1A Truss Type Jack-Open Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786539 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:06 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-5GdovW5VdSEJTNOE9LnsJTZ0?gcBTOZOpQhh?Gydk0h Scale = 1:8.6 1 2 3 4 3x4 0-11-4 0-10-8 -1-6-0 1-6-0 0-11-4 0-11-4 0-4-40-10-56.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.22 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 2=0-3-8 Max Horz 2=71(LC 12) Max Uplift 3=-12(LC 1), 4=-32(LC 1), 2=-164(LC 12) Max Grav 3=23(LC 12), 4=44(LC 12), 2=232(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 3, 32 lb uplift at joint 4 and 164 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss CJ1B Truss Type Jack-Open Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786540 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:07 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-ZSAA7s67OlMA5XzQj2J5sh5B?4yUCrpX14QEYiydk0g Scale = 1:8.5 1 2 3 4 3x4 0-11-4 0-10-9 -1-5-5 1-5-5 0-11-4 0-11-4 0-4-40-10-56.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 2=0-5-8 Max Horz 2=69(LC 12) Max Uplift 3=-9(LC 1), 4=-28(LC 1), 2=-155(LC 12) Max Grav 3=20(LC 12), 4=40(LC 12), 2=222(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 3, 28 lb uplift at joint 4 and 155 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss CJ3 Truss Type Jack-Open Qty 14 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786541 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:08 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-1fkYKC7l93U0ihYdHmqKOueMqUHqxI3hGkAo48ydk0f Scale = 1:14.1 1 2 8 3 4 2x4 ST1.5x8 STP 2-11-4 2-11-4 -1-6-0 1-6-0 2-11-4 2-11-4 0-4-41-11-51-6-91-11-56.50 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-6-0, 4=Mechanical Max Horz 2=114(LC 12) Max Uplift 3=-35(LC 12), 2=-116(LC 12) Max Grav 3=77(LC 17), 2=262(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 3 and 116 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss CJ3A Truss Type Jack-Open Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786542 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:09 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-VrIwXY8NwNctKr7prTLZx6BXatd3glIqVOvLcbydk0e Scale = 1:14.1 1 2 8 3 4 2x4 2-11-4 2-10-8 -1-6-0 1-6-0 2-11-4 2-11-4 0-4-41-11-56.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 2=0-3-8 Max Horz 2=114(LC 12) Max Uplift 3=-35(LC 12), 2=-116(LC 12) Max Grav 3=77(LC 17), 4=50(LC 3), 2=262(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 3 and 116 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss CJ3B Truss Type Jack-Open Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786543 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:11 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-REQhyE9dS_sbZ8GByuN10XGuJhIX8fo7yiOShTydk0c Scale = 1:14.0 1 2 8 3 4 2x4 2-11-4 2-10-9 -1-5-5 1-5-5 2-11-4 2-11-4 0-4-41-11-56.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.18 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=112(LC 12) Max Uplift 3=-36(LC 12), 2=-112(LC 12) Max Grav 3=77(LC 17), 2=256(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-5 to 1-6-11, Interior(1) 1-6-11 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 3 and 112 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss CJ3C Truss Type JACK-OPEN Qty 15 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786544 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:11 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-REQhyE9dS_sbZ8GByuN10XGt4hIc8fV7yiOShTydk0c Scale = 1:13.9 1 2 3 4 8 2x4 2x4 3x4 3-0-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 0-4-41-10-150-3-86.50 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.10 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=Mechanical Max Horz 2=113(LC 12) Max Uplift 2=-117(LC 12), 4=-19(LC 12) Max Grav 2=261(LC 1), 4=103(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-9-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 19 lb uplift at joint 4.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss CJ5 Truss Type Jack-Open Qty 29 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786545 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:13 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-NcYRNvBuzb6JpSQa4JPV5yLBBVxScZIQQ0tZlMydk0a Scale = 1:19.6 1 2 8 3 4 2x4 ST1.5x8 STP 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0-4-43-0-122-7-153-0-126.50 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.35 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.07 0.00 (loc) 4-7 4-7 3 l/defl >999 >900 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-6-0, 4=Mechanical Max Horz 2=160(LC 12) Max Uplift 3=-78(LC 12), 2=-115(LC 12) Max Grav 3=148(LC 17), 2=343(LC 1), 4=93(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 3 and 115 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss CJ5A Truss Type Jack-Open Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786546 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:13 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-NcYRNvBuzb6JpSQa4JPV5yLBgVxscZIQQ0tZlMydk0a Scale = 1:18.1 1 2 8 3 4 2x4 5-0-0 5-0-0 -0-6-3 0-6-3 5-0-0 5-0-0 0-4-43-0-122-7-153-0-126.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.38 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.07 0.00 (loc) 4-7 4-7 3 l/defl >999 >835 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=127(LC 12) Max Uplift 3=-84(LC 12), 2=-50(LC 12) Max Grav 3=154(LC 17), 2=260(LC 1), 4=96(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-6-3 to 2-5-13, Interior(1) 2-5-13 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 3 and 50 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss CJ5B Truss Type Jack-Open Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786547 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:14 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-sp6pbFCWkvEARc?md0xke9uLLuHyL0YZegd6Hoydk0Z Scale = 1:18.1 1 7 2 3 2x4 5-0-0 5-0-0 5-0-0 5-0-0 0-4-43-0-122-7-153-0-126.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.07 0.00 (loc) 3-6 3-6 2 l/defl >999 >815 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 1=110(LC 12) Max Uplift 1=-21(LC 12), 2=-85(LC 12) Max Grav 1=222(LC 1), 2=155(LC 17), 3=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 85 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss CJ5C Truss Type Jack-Open Girder Qty 2 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786548 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:16 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-oBDa?xDmGWVugw99lRzCjazfSiwbpw1s6_6DMhydk0X Scale = 1:18.1 1 2 6 3 3x8 5-0-0 5-0-0 5-0-0 5-0-0 0-4-43-0-122-7-153-0-126.50 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.54 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.12 0.00 (loc) 3-5 3-5 3 l/defl >989 >476 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 1=110(LC 8) Max Uplift 1=-267(LC 8), 2=-85(LC 8), 3=-345(LC 8) Max Grav 1=1196(LC 1), 2=167(LC 1), 3=1458(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 1, 85 lb uplift at joint 2 and 345 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 790 lb down and 209 lb up at 0-11-12, and 790 lb down and 209 lb up at 2-11-12, and 797 lb down and 202 lb up at 4-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 3=-797(F) 5=-790(F) 6=-790(F) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss D1 Truss Type Hip Girder Qty 2 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786549 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:18 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-kaLKQdF0o8lcvDJYss?go?3_pWVaHdf9ZIbJQZydk0V Scale = 1:54.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 4x12 ST1.5x8 STP 4x12 4x6 5x6 2x4 4x12 2x4 5x8 2x4 2x4 4x12 2x4 5x6 4x6 5-0-0 5-0-0 10-0-6 5-0-6 14-11-0 4-10-10 19-9-10 4-10-10 24-10-0 5-0-6 29-10-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 10-0-6 5-0-6 14-11-0 4-10-10 19-9-10 4-10-10 24-10-0 5-0-6 29-10-0 5-0-0 31-4-0 1-6-0 0-4-43-0-120-4-43-0-126.50 12 Plate Offsets (X,Y)-- [3:0-9-4,0-2-0], [5:0-4-0,0-3-0], [7:0-9-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.61 0.84 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.59 0.12 (loc) 13 13 8 l/defl >999 >610 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 11-15: 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-6-0 Max Horz 2=95(LC 24) Max Uplift 2=-630(LC 8), 8=-630(LC 8) Max Grav 2=2224(LC 1), 8=2225(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4113/1058, 3-4=-5598/1484, 4-5=-5598/1484, 5-6=-5599/1484, 6-7=-5599/1484, 7-8=-4115/1059 BOT CHORD 2-16=-816/3552, 14-16=-816/3574, 13-14=-1504/6306, 12-13=-1504/6306, 10-12=-805/3576, 8-10=-805/3554 WEBS 3-16=-9/470, 3-14=-598/2333, 4-14=-560/303, 5-14=-817/209, 5-13=0/363, 5-12=-816/208, 6-12=-560/303, 7-12=-598/2332, 7-10=-10/471 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 630 lb uplift at joint 2 and 630 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 184 lb down and 184 lb up at 5-0-0, 137 lb down and 102 lb up at 7-0-9, 137 lb down and 102 lb up at 9-0-9, 129 lb down and 102 lb up at 11-0-9, 129 lb down and 102 lb up at 13-0-9, 129 lb down and 102 lb up at 14-10-14, 129 lb down and 102 lb up at 16-9-4, 129 lb down and 102 lb up at 18-9-4, 137 lb down and 102 lb up at 20-9-4, and 137 lb down and 102 lb up at 22-9-4, and 184 lb down and 184 lb up at 24-10-0 on top chord, and 206 lb down and 63 lb up at 5-0-0, 53 lb down at 7-0-9, 53 lb down at 9-0-9, 53 lb down at 11-0-9, 53 lb down at 13-0-9, 53 lb down at 14-10-14, 53 lb down at 16-9-4, 53 lb down at 18-9-4, 53 lb down at 20-9-4, and 53 lb down at 22-9-4, and 209 lb down and 64 lb up at 24-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss D1 Truss Type Hip Girder Qty 2 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786549 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:18 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-kaLKQdF0o8lcvDJYss?go?3_pWVaHdf9ZIbJQZydk0V LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 7-9=-70, 2-8=-20 Concentrated Loads (lb) Vert: 3=-84(B) 7=-84(B) 16=-169(B) 5=-73(B) 13=-43(B) 10=-171(B) 22=-73(B) 23=-73(B) 24=-73(B) 25=-73(B) 26=-73(B) 27=-73(B) 28=-73(B) 29=-73(B) 31=-43(B) 32=-43(B) 33=-43(B) 34=-43(B) 35=-43(B) 36=-43(B) 37=-43(B) 38=-43(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss D2 Truss Type Hip Qty 2 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786550 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:19 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-CmviezFfZRtTXNukQZWvLDb4BvtI0C1JoyKtz?ydk0U Scale = 1:54.4 1 2 3 4 5 6 7 10 9 8 17 18 19 20 21 22 4x8 ST1.5x8 STP 4x8 3x4 2x4 5x8 2x4 2x4 3x4 7-0-0 7-0-0 14-11-0 7-11-0 22-10-0 7-11-0 29-10-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 14-11-0 7-11-0 22-10-0 7-11-0 29-10-0 7-0-0 31-4-0 1-6-0 0-4-44-1-120-4-44-1-126.50 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [5:0-5-4,0-2-0], [9:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.75 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.30 0.09 (loc) 9 9-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP No.1 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 or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-6-0 Max Horz 2=-124(LC 10) Max Uplift 2=-391(LC 12), 6=-391(LC 12) Max Grav 2=1447(LC 1), 6=1447(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2295/518, 3-4=-2708/698, 4-5=-2708/698, 5-6=-2295/518 BOT CHORD 2-10=-305/1923, 9-10=-303/1930, 8-9=-303/1930, 6-8=-305/1923 WEBS 3-10=0/325, 3-9=-209/966, 4-9=-630/272, 5-9=-209/966, 5-8=0/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-0-0, Exterior(2R) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 22-10-0, Exterior(2R) 22-10-0 to 27-0-14, Interior(1) 27-0-14 to 31-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and 391 lb uplift at joint 6. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss D3 Truss Type Hip Qty 2 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786551 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:21 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-891T3eHv537Amh16Y_ZNQehXfjXMU3dbFGp_1uydk0S Scale = 1:54.4 1 2 3 4 5 6 7 8 9 13 12 11 10 20 21 22 23 24 25 4x6 ST1.5x8 STP 4x6 4x4 3x4 3x8 2x4 2x4 3x8 3x8 2x4 4x4 9-0-0 9-0-0 14-11-0 5-11-0 20-10-0 5-11-0 29-10-0 9-0-0 -1-6-0 1-6-0 4-9-0 4-9-0 9-0-0 4-3-0 14-11-0 5-11-0 20-10-0 5-11-0 25-1-0 4-3-0 29-10-0 4-9-0 31-4-0 1-6-0 0-4-45-2-120-4-45-2-126.50 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-14], [6:0-3-0,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.84 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.35 0.09 (loc) 10-19 10-19 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-6-0 Max Horz 2=-153(LC 10) Max Uplift 2=-391(LC 12), 8=-391(LC 12) Max Grav 2=1447(LC 1), 8=1447(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2358/578, 3-4=-2043/502, 4-5=-1743/482, 5-6=-1743/482, 6-7=-2043/502, 7-8=-2358/578 BOT CHORD 2-13=-387/2038, 11-13=-327/2066, 10-11=-327/2066, 8-10=-387/2038 WEBS 3-13=-379/184, 4-13=-88/617, 5-13=-512/126, 5-10=-512/126, 6-10=-88/617, 7-10=-380/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 20-10-0, Exterior(2R) 20-10-0 to 25-2-13, Interior(1) 25-2-13 to 31-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and 391 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss D4 Truss Type Hip Qty 2 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786552 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:22 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-dLarG_IXsMF1OrcJ5i4czrDhd7ulDbmlUwZXaKydk0R Scale = 1:53.8 1 2 3 4 5 6 7 8 12 11 10 9 19 20 21 22 23 24 25 26 27 28 5x6 ST1.5x8 STP 5x6 3x4 3x4 3x4 2x4 3x4 3x4 2x4 3x4 7-8-8 7-8-8 14-11-0 7-2-8 22-1-8 7-2-8 29-10-0 7-8-8 -1-6-0 1-6-0 5-9-0 5-9-0 11-0-0 5-3-0 18-10-0 7-10-0 24-1-0 5-3-0 29-10-0 5-9-0 31-4-0 1-6-0 0-4-46-3-120-4-46-3-126.50 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [4:0-4-4,0-2-8], [5:0-4-4,0-2-8], [7:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.50 0.83 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.27 0.09 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. REACTIONS. (size)2=0-3-8, 7=0-6-0 Max Horz 2=182(LC 11) Max Uplift 2=-391(LC 12), 7=-391(LC 12) Max Grav 2=1609(LC 17), 7=1609(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2588/555, 3-4=-2424/564, 4-5=-1808/466, 5-6=-2424/564, 6-7=-2589/555 BOT CHORD 2-12=-359/2356, 10-12=-194/1812, 9-10=-194/1740, 7-9=-359/2219 WEBS 3-12=-380/205, 4-12=-110/700, 5-9=-110/700, 6-9=-380/205 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 18-10-0, Exterior(2R) 18-10-0 to 23-0-14, Interior(1) 23-0-14 to 31-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and 391 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss D5 Truss Type Hip Qty 2 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786553 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:23 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-5X8DUKJ9dgNu0?BVfPbrV3mq7XGUywWujaI46nydk0Q Scale = 1:55.3 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 5x6 ST1.5x8 STP 4x8 4x6 5x6 3x4 3x4 2x4 3x4 3x8 2x4 3x4 6-9-0 6-9-0 13-0-0 6-3-0 16-10-0 3-10-0 23-1-0 6-3-0 29-10-0 6-9-0 -1-6-0 1-6-0 6-9-0 6-9-0 13-0-0 6-3-0 16-10-0 3-10-0 23-1-0 6-3-0 29-10-0 6-9-0 31-4-0 1-6-0 0-4-47-4-120-4-47-4-126.50 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-5-4,0-2-0], [5:0-3-0,0-1-14], [6:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.67 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.21 0.09 (loc) 12 12-13 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 7=0-6-0 Max Horz 2=-212(LC 10) Max Uplift 2=-391(LC 12), 7=-391(LC 12) Max Grav 2=1447(LC 1), 7=1447(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2332/536, 3-4=-1695/469, 4-5=-1394/462, 5-6=-1696/469, 6-7=-2332/536 BOT CHORD 2-13=-331/1970, 12-13=-332/1967, 10-12=-134/1393, 9-10=-332/1966, 7-9=-331/1969 WEBS 3-13=0/291, 3-12=-702/246, 4-12=-77/453, 5-10=-77/454, 6-10=-701/246, 6-9=0/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 13-0-0, Exterior(2E) 13-0-0 to 16-10-0, Exterior(2R) 16-10-0 to 21-0-14, Interior(1) 21-0-14 to 31-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and 391 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss HJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786554 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:24 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-ZkibhgJnO_Vld8mhD7642GJ2owjPhX42yD2eeDydk0P Scale = 1:13.8 1 2 3 6 10 4 11 5 3x4 3x4 2x4 4-1-7 4-1-7 -2-1-7 2-1-7 2-2-14 2-2-14 4-1-7 1-10-8 0-4-41-11-21-6-131-11-34.60 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.18 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 0.02 0.00 (loc) 6-9 6-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=114(LC 8) Max Uplift 4=-52(LC 24), 2=-213(LC 8), 5=-61(LC 17) Max Grav 4=85(LC 17), 2=300(LC 28), 5=104(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 4, 213 lb uplift at joint 2 and 61 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 111 lb up at 1-4-15, and 73 lb down and 111 lb up at 1-4-15 on top chord, and 33 lb down and 60 lb up at 1-4-15, and 33 lb down and 60 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 10=92(F=46, B=46) 11=76(F=38, B=38) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss HJ7 Truss Type Diagonal Hip Girder Qty 6 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786555 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:25 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-1wGzu0KP9HdcFILunqdJaUrDYK0DQzhBAtnBAfydk0O Scale = 1:19.0 1 2 3 7 6 11 12 4 13 14 5 3x4 ST1.5x8 STP 3x4 2x4 3x4 3-7-14 3-7-14 6-11-6 3-3-8 -2-1-7 2-1-7 3-7-14 3-7-14 6-11-6 3-3-8 0-4-43-0-24.60 12 Plate Offsets (X,Y)-- [2:0-1-15,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.33 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 0.02 0.00 (loc) 7-10 7-10 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-12, 5=Mechanical Max Horz 2=158(LC 8) Max Uplift 4=-49(LC 8), 2=-230(LC 8), 5=-38(LC 8) Max Grav 4=110(LC 17), 2=414(LC 28), 5=196(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-449/59 BOT CHORD 2-7=-114/373, 6-7=-114/373 WEBS 3-6=-415/127 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 4, 230 lb uplift at joint 2 and 38 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 111 lb up at 1-4-15, 73 lb down and 111 lb up at 1-4-15, and 96 lb down and 51 lb up at 4-2-15, and 96 lb down and 51 lb up at 4-2-15 on top chord, and 33 lb down and 60 lb up at 1-4-15, 33 lb down and 60 lb up at 1-4-15, and 21 lb down at 4-2-15, and 21 lb down at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=92(F=46, B=46) 13=76(F=38, B=38) 14=-6(F=-3, B=-3) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss HJ8 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786556 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:27 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-zJOkJiMggvtKUcVGuFgngvwZ18iiut8UeBGIFYydk0M Scale = 1:19.1 1 2 3 7 6 11 12 4 13 14 5 3x4 3x4 2x4 3x4 3-8-10 3-8-10 7-0-2 3-3-8 -2-1-7 2-1-7 3-8-10 3-8-10 7-0-2 3-3-8 0-3-153-0-24.60 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.33 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.03 0.00 (loc) 7-10 7-10 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-8, 5=Mechanical Max Horz 2=159(LC 8) Max Uplift 4=-49(LC 8), 2=-230(LC 8), 5=-40(LC 8) Max Grav 4=110(LC 17), 2=417(LC 28), 5=199(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-457/61 BOT CHORD 2-7=-117/382, 6-7=-117/382 WEBS 3-6=-425/130 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 4, 230 lb uplift at joint 2 and 40 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 111 lb up at 1-5-12, 73 lb down and 111 lb up at 1-5-12, and 96 lb down and 51 lb up at 4-3-11, and 96 lb down and 51 lb up at 4-3-11 on top chord, and 33 lb down and 60 lb up at 1-5-12, 33 lb down and 60 lb up at 1-5-12, and 21 lb down at 4-3-11, and 21 lb down at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=92(F=46, B=46) 13=76(F=38, B=38) 14=-6(F=-3, B=-3) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V02 Truss Type Valley Qty 2 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786557 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:32 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-KGBdMPQoVRWdbNNEhoFyNyeWR9UlZ9?DnT_3wlydk0H Scale = 1:8.2 1 2 3 2x4 2x4 2x4 2-0-0 2-0-0 0-0-41-1-06.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-9, 3=1-11-9 Max Horz 1=28(LC 12) Max Uplift 1=-6(LC 12), 3=-21(LC 12) Max Grav 1=57(LC 1), 3=59(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V04 Truss Type Valley Qty 2 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786558 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:38 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-9QYudSUZ5HGmJIrO13MMcDuU2aWTztU5APRN8Pydk0B Scale = 1:13.7 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-42-2-06.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-9, 3=3-11-9 Max Horz 1=73(LC 12) Max Uplift 1=-15(LC 12), 3=-54(LC 12) Max Grav 1=147(LC 1), 3=151(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V04A Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786559 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:39 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-dc6GqoVBsbOdwSPabmtb9QQiIzsAiKkFO3Axgrydk0A Scale: 1.5"=1' 1 2 3 2x4 3x4 2x4 3-10-12 3-10-12 3-11-3 0-0-7 1-11-10 1-11-10 3-11-3 1-11-10 0-0-41-0-120-0-46.50 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-10-4, 3=3-10-4 Max Horz 1=20(LC 11) Max Uplift 1=-29(LC 12), 3=-29(LC 12) Max Grav 1=125(LC 1), 3=125(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V04B Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786560 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:40 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-5pge28WqduWUYc_m9UOqhezt5NCXRn_OdjwUCIydk09 Scale = 1:7.9 1 2 3 2x4 3x4 2x4 0-0-7 0-0-7 3-9-13 3-9-6 1-10-14 1-10-14 3-9-13 1-10-14 0-0-41-0-70-0-46.50 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-8-14, 3=3-8-14 Max Horz 1=-19(LC 10) Max Uplift 1=-28(LC 12), 3=-28(LC 12) Max Grav 1=119(LC 1), 3=119(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V08 Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786561 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:41 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-Z?E0FUWSNCeLAmZyjBw3ErW?9nYMAEXYsNf1lkydk08 Scale = 1:15.3 1 2 3 4 2x4 4x4 2x4 2x4 0-0-7 0-0-7 7-9-13 7-9-6 3-10-14 3-10-14 7-9-13 3-10-14 0-0-42-1-70-0-46.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.11 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-8-14, 3=7-8-14, 4=7-8-14 Max Horz 1=47(LC 11) Max Uplift 1=-53(LC 12), 3=-53(LC 12), 4=-35(LC 12) Max Grav 1=156(LC 1), 3=156(LC 1), 4=288(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-0 to 3-7-0, Interior(1) 3-7-0 to 3-10-14, Exterior(2R) 3-10-14 to 6-10-14, Interior(1) 6-10-14 to 7-2-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V08A Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786562 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:42 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-1BoPTqX48WmCnv89GvRJn32AnBuXvgmh41PbHAydk07 Scale = 1:15.4 1 2 3 4 2x4 4x4 2x4 2x4 7-10-12 7-10-12 7-11-3 0-0-7 3-11-10 3-11-10 7-11-3 3-11-10 0-0-42-1-120-0-46.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-10-4, 3=7-10-4, 4=7-10-4 Max Horz 1=-48(LC 10) Max Uplift 1=-53(LC 12), 3=-53(LC 12), 4=-35(LC 12) Max Grav 1=158(LC 1), 3=158(LC 1), 4=293(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-0 to 3-7-0, Interior(1) 3-7-0 to 3-11-10, Exterior(2R) 3-11-10 to 6-11-10, Interior(1) 6-11-10 to 7-4-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V012 Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786563 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:28 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-RVy6X2MIRC?B6m4TSyB0C6ToVY6gdL3dsr0rn_ydk0L Scale = 1:21.4 1 2 3 4 5 8 7 63x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-7 0-0-7 11-9-13 11-9-6 5-10-14 5-10-14 11-9-13 5-10-14 0-0-43-2-70-0-46.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-14. (lb) - Max Horz 1=-76(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-117(LC 12), 8=-117(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=330(LC 18), 8=330(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-252/203, 2-8=-252/203 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-0 to 3-7-0, Interior(1) 3-7-0 to 5-10-14, Exterior(2R) 5-10-14 to 8-10-14, Interior(1) 8-10-14 to 11-2-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=117, 8=117. TRUSS DESIGNED FOR WIND LOADS IN THE PLANEOF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND(NORMAL TO THE FACE), SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE, OR CONSULTQUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V012A Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786564 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:29 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-vhWUkNNwCW72kwff0giFlK0zGxSvMoJn5VlPJQydk0K Scale = 1:21.6 1 2 3 4 5 8 7 63x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 11-10-12 11-10-12 11-11-3 0-0-7 5-11-10 5-11-10 11-11-3 5-11-10 0-0-43-2-120-0-46.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-10-4. (lb) - Max Horz 1=76(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-118(LC 12), 8=-118(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=331(LC 18), 8=331(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-252/202, 2-8=-252/202 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-0 to 3-7-0, Interior(1) 3-7-0 to 5-11-10, Exterior(2R) 5-11-10 to 8-11-10, Interior(1) 8-11-10 to 11-4-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=118, 8=118. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND(NORMAL TO THE FACE), SEE STANDARD INDUSTRYGABLE END DETAILS AS APPLICABLE, OR CONSULTQUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V016 Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786565 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:30 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-Ou3syjOYzqFvL3DrZNDUHXY7_Lnn5EMwK9Vystydk0J Scale = 1:28.6 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-7 0-0-7 15-11-3 15-10-12 7-11-10 7-11-10 15-11-3 7-11-10 0-0-44-3-120-0-46.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.11 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-10-4. (lb) - Max Horz 1=-105(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-146(LC 12), 8=-146(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=293(LC 1), 6=400(LC 18), 8=400(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-312/211, 2-8=-312/211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-0 to 3-7-0, Interior(1) 3-7-0 to 7-11-10, Exterior(2R) 7-11-10 to 10-11-10, Interior(1) 10-11-10 to 15-4-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=146, 8=146. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V016A Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786566 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:31 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-s4dF93PAk7OmzDo175kjql5Iol71qhe4ZpEWOJydk0I Scale = 1:28.4 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 15-9-6 15-9-6 15-9-13 0-0-7 7-10-14 7-10-14 15-9-13 7-10-14 0-0-44-3-70-0-46.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.11 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-8-14. (lb) - Max Horz 1=-104(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-145(LC 12), 8=-145(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=288(LC 1), 6=397(LC 18), 8=398(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-310/210, 2-8=-310/210 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-0 to 3-7-0, Interior(1) 3-7-0 to 7-10-14, Exterior(2R) 7-10-14 to 10-10-14, Interior(1) 10-10-14 to 15-2-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=145, 8=145. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V020 Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786567 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:34 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-GfJNn5R312mKqhXcoDIQSNjp9y9d12FWFnTA?eydk0F Scale = 1:35.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x4 3x4 3x4 19-10-12 19-10-12 19-11-3 0-0-7 9-11-10 9-11-10 19-11-3 9-11-10 0-0-45-4-120-0-46.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.12 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-10-4. (lb) - Max Horz 1=-133(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 8=-142(LC 12), 9=-107(LC 12), 13=-142(LC 12), 11=-107(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 8=393(LC 18), 9=308(LC 18), 13=393(LC 17), 11=309(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-8=-302/179, 2-13=-302/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-0 to 3-7-0, Interior(1) 3-7-0 to 9-11-10, Exterior(2R) 9-11-10 to 12-11-10, Interior(1) 12-11-10 to 19-4-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 8=142, 9=107, 13=142, 11=107. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V020A Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786568 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:35 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-krtl?RShoMuBSr6pMwpf_aG_vMVsmVVfTRCjX4ydk0E Scale = 1:35.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x4 3x4 3x4 0-0-7 0-0-7 19-9-13 19-9-6 9-10-14 9-10-14 19-9-13 9-10-14 0-0-45-4-70-0-46.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.12 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-8-14. (lb) - Max Horz 1=-132(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 8=-142(LC 12), 9=-106(LC 12), 13=-142(LC 12), 11=-106(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 8=393(LC 18), 9=307(LC 18), 13=393(LC 17), 11=308(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-8=-302/179, 2-13=-302/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-0 to 3-7-0, Interior(1) 3-7-0 to 9-10-14, Exterior(2R) 9-10-14 to 12-10-14, Interior(1) 12-10-14 to 19-2-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 8=142, 9=106, 13=142, 11=106. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V024 Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786569 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:36 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-C1R7CnTJZg023_h?weKuXoo9hmp8VxVpi5yG3Wydk0D Scale = 1:43.0 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x4 4x4 3x4 5x6 0-0-7 0-0-7 23-11-3 23-10-12 11-11-10 11-11-10 23-11-3 11-11-9 0-0-46-5-120-0-46.50 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.18 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-10-4. (lb) - Max Horz 1=161(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7 except 8=-135(LC 12), 9=-140(LC 12), 12=-136(LC 12), 11=-143(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=419(LC 17), 8=435(LC 18), 9=472(LC 18), 12=431(LC 17), 11=479(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-8=-288/170, 5-9=-307/196, 2-12=-288/170, 3-11=-312/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-0 to 3-7-0, Interior(1) 3-7-0 to 11-11-10, Exterior(2R) 11-11-10 to 14-11-10, Interior(1) 14-11-10 to 23-4-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 8=135, 9=140, 12=136, 11=143. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128248 Truss V024A Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser upper Roof Job Reference (optional) T28786570 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Sep 14 11:29:37 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-gE_WQ7TxKz8vh8GBULr74?LKVA9ZEOnyxlhqbzydk0C Scale = 1:42.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x4 3x4 3x4 0-0-7 0-0-7 23-9-13 23-9-6 11-10-14 11-10-14 23-9-13 11-10-14 0-0-46-5-70-0-46.50 12 Plate Offsets (X,Y)-- [12:0-1-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.17 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-8-14. (lb) - Max Horz 1=161(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 8=-135(LC 12), 9=-139(LC 12), 13=-135(LC 12), 11=-139(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=411(LC 17), 8=436(LC 18), 9=469(LC 18), 13=435(LC 17), 11=469(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-8=-289/171, 5-9=-304/195, 2-13=-289/171, 3-11=-305/195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-0 to 3-7-0, Interior(1) 3-7-0 to 11-10-14, Exterior(2R) 11-10-14 to 14-10-14, Interior(1) 14-10-14 to 23-2-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 8=135, 9=139, 13=135, 11=139. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. September 15,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths