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HomeMy WebLinkAboutAPROVED, Truss cut sheets6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2826712-PSLP-MERRITT - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 40 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: PSL PROPERTIES Project Name: MERRITT Model: . Subdivision: . Address: 2205 RIVER HAMMOCK LN, . State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: July 8,2021 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T24618644 A1 Date 7/8/212T24618645A27/8/213T24618646A37/8/214T24618647A47/8/215T24618648B17/8/216T24618649B27/8/217T24618650B37/8/218T24618651B47/8/219T24618652B57/8/2110T24618653B67/8/2111T24618654B77/8/2112T24618655B87/8/2113T24618656C17/8/2114T24618657C27/8/2115T24618658C37/8/2116T24618659C47/8/2117T24618660C57/8/2118T24618661C67/8/2119T24618662C77/8/2120T24618663CJ17/8/2121T24618664CJ37/8/2122T24618665CJ57/8/21 No.Seal#Truss Name 23 T24618666 D1 Date 7/8/2124T24618667D27/8/2125T24618668EJ77/8/2126T24618669EJ717/8/2127T24618670FG17/8/2128T24618671G17/8/2129T24618672G27/8/2130T24618673G37/8/2131T24618674G47/8/2132T24618675HJ77/8/2133T24618676K17/8/2134T24618677K27/8/2135T24618678K37/8/2136T24618679K47/8/2137T24618680V17/8/2138T24618681V27/8/2139T24618682V37/8/2140T24618683V47/8/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss A1 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T24618644 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:56:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-uvuFX_HEEsX6yFR3tPqvHb4_eT59GtR7cMpXbBz_8ss Scale = 1:74.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x8 3x6 3x4 3x6 5x6 3x4 3x8 3x4 3x6 4x6 3x6 8-3-13 8-3-13 14-0-0 5-8-3 20-11-0 6-11-0 28-6-4 7-7-4 36-4-0 7-9-12 -1-0-0 1-0-0 8-3-13 8-3-13 14-0-0 5-8-3 20-11-0 6-11-0 28-6-4 7-7-4 36-4-0 7-9-12 0-4-310-9-113-1-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [7:0-4-0,0-3-0], [8:Edge,0-1-12], [13:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.82 0.64 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.26 0.02 0.12 (loc) 2-14 2-14 9 2-14 l/defl >725 >373 n/a >803 L/d 360 240 n/a 240 PLATES MT20 Weight: 211 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 6-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 7-12 REACTIONS. (size)2=0-7-10, 14=0-7-10, 9=0-7-0 Max Horz 2=-409(LC 10) Max Uplift 2=-157(LC 12), 14=-730(LC 12), 9=-473(LC 12) Max Grav 2=292(LC 21), 14=1871(LC 17), 9=1234(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-183/397, 3-5=-877/528, 5-6=-989/689, 6-7=-951/698, 7-8=-1279/671, 8-9=-1116/649 BOT CHORD 2-14=-277/115, 13-14=-277/115, 12-13=-321/843, 10-12=-475/1055 WEBS 3-14=-1564/908, 3-13=-488/1055, 5-13=-419/365, 6-12=-214/492, 7-12=-529/353, 7-10=-148/250, 8-10=-466/1047 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 36-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 157 lb uplift at joint 2, 730 lb uplift at joint 14 and 473 lb uplift at joint 9. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss A2 Truss Type Roof Special Qty 3 Ply 1 Job Reference (optional) T24618645 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:56:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-rI00ygJUmTnpCZbR?qtNN09LGGoxkhoQ3gIeg4z_8sq Scale = 1:81.0 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 2526 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 3x6 2x4 2x4 2x4 2x4 3x4 3x6 3x4 3x6 3x8 2x4 5x12 5x8 5x6 8-3-13 8-3-13 10-9-1 2-5-4 15-10-1 5-0-15 22-2-13 6-4-13 29-2-0 6-11-3 36-4-0 7-2-0 -1-0-0 1-0-0 8-3-13 8-3-13 10-9-1 2-5-4 15-10-1 5-0-15 20-11-0 5-0-15 22-2-13 1-3-13 29-2-0 6-11-3 36-4-0 7-2-0 0-4-310-9-113-1-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [8:0-3-0,0-3-4], [14:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.75 0.55 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.02 0.10 (loc) 2-19 2-19 10 2-19 l/defl >856 >428 n/a >929 L/d 360 240 n/a 240 PLATES MT20 Weight: 239 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 16-18,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-14 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 8-14, 6-15 REACTIONS. (size)2=0-7-10, 10=0-7-0, 19=0-7-10 Max Horz 2=-409(LC 10) Max Uplift 2=-183(LC 12), 10=-475(LC 12), 19=-691(LC 12) Max Grav 2=300(LC 18), 10=1084(LC 18), 19=1896(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-287/460, 3-5=-1085/659, 5-6=-1010/876, 6-7=-1076/925, 7-8=-1065/757, 8-9=-1120/661, 9-10=-1019/647 BOT CHORD 14-15=-271/813, 7-14=-322/444 WEBS 17-19=-1533/873, 3-17=-1525/888, 3-15=-447/1091, 5-15=-430/502, 6-14=-570/800, 11-14=-472/931, 8-11=-343/328, 6-15=-278/294, 9-11=-468/932 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 36-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 183 lb uplift at joint 2, 475 lb uplift at joint 10 and 691 lb uplift at joint 19. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss A3 Truss Type Roof Special Qty 7 Ply 1 Job Reference (optional) T24618646 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:56:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-JUaOA0K7XnvgpjAeYYOcvEiWtg8AT8HaIK1BCWz_8sp Scale = 1:84.3 1 2 3 4 5 6 7 8 9 10 1112 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 2829 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 3x6 2x4 2x4 2x4 2x4 3x4 3x4 2x4 3x8 2x4 5x8 5x12 3x4 3x4 2x4 3x6 8-3-13 8-3-13 10-9-1 2-5-4 15-10-1 5-0-15 22-2-13 6-4-13 29-2-0 6-11-3 36-1-3 6-11-3 41-10-0 5-8-13 -1-0-0 1-0-0 8-3-13 8-3-13 10-9-1 2-5-4 15-10-1 5-0-15 20-11-0 5-0-15 22-2-13 1-3-13 29-2-0 6-11-3 36-1-3 6-11-3 41-10-0 5-8-13 42-10-0 1-0-0 0-4-310-9-110-4-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [14:0-4-0,0-3-0], [17:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.76 0.55 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.02 0.10 (loc) 2-22 2-22 13 2-22 l/defl >856 >428 n/a >920 L/d 360 240 n/a 240 PLATES MT20 Weight: 258 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 19-21,7-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-17 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 8-17, 6-18 REACTIONS.All bearings 0-7-10. (lb) - Max Horz 2=476(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-267(LC 12), 22=-580(LC 12), 13=-624(LC 12), 11=-161(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11 except 2=324(LC 18), 22=1961(LC 17), 13=1680(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-360/512, 3-5=-1139/697, 5-6=-1064/910, 6-7=-1152/941, 7-8=-1129/749, 8-10=-1175/660 BOT CHORD 17-18=-66/903, 7-17=-351/472 WEBS 20-22=-1598/741, 3-20=-1591/755, 3-18=-298/1167, 5-18=-430/503, 6-17=-562/874, 14-17=-297/868, 8-14=-356/308, 10-14=-480/1157, 10-13=-1430/795, 6-18=-340/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 42-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 267 lb uplift at joint 2, 580 lb uplift at joint 22, 624 lb uplift at joint 13 and 161 lb uplift at joint 11. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss A4 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T24618647 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-Fth8aiLN3O9O31J0gzQ4_fnrbToAx9EsmeWIHPz_8sn Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 3x6 5x6 3x4 3x6 3x4 3x8 3x4 3x4 3x4 2x4 3x6 3x6 8-3-13 8-3-13 14-0-0 5-8-3 28-6-4 14-6-4 36-1-3 7-6-15 36-1-8 0-0-5 41-10-0 5-8-8 -1-0-0 1-0-0 8-3-13 8-3-13 14-0-0 5-8-3 20-11-0 6-11-0 28-6-4 7-7-4 36-1-8 7-7-4 41-10-0 5-8-8 42-10-0 1-0-0 0-4-310-9-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [16:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.80 0.58 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.26 0.01 0.12 (loc) 2-17 2-17 12 2-17 l/defl >725 >373 n/a >803 L/d 360 240 n/a 240 PLATES MT20 Weight: 230 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 4-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-15 REACTIONS.All bearings 0-7-10. (lb) - Max Horz 2=476(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-205(LC 12), 17=-669(LC 12), 12=-599(LC 12), 10=-172(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10 except 2=293(LC 21), 17=1863(LC 17), 12=1622(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-178/421, 3-5=-873/573, 5-6=-968/708, 6-7=-927/704, 7-9=-1212/671 BOT CHORD 2-17=-304/202, 16-17=-304/202, 15-16=-155/864, 13-15=-298/951 WEBS 3-17=-1555/828, 3-16=-410/1046, 5-16=-408/317, 7-15=-459/336, 6-15=-207/462, 9-13=-444/1097, 9-12=-1366/771 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 42-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 205 lb uplift at joint 2, 669 lb uplift at joint 17, 599 lb uplift at joint 12 and 172 lb uplift at joint 10. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss B1 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T24618648 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-j3FXo2M?qiIFgAuDEgxJXsK_Xt2Pgcc0_IGsprz_8sm Scale = 1:70.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 3x6 ST1.5x8 STP 5x6 3x6 3x6 4x6 3x4 2x4 3x4 3x8 3x4 3x4 4x6 6x8 2x4 4x6 10-8-12 10-8-12 20-11-0 10-2-4 31-1-4 10-2-4 39-6-0 8-4-12 -1-0-0 1-0-0 7-4-0 7-4-0 14-1-8 6-9-8 20-11-0 6-9-8 27-8-8 6-9-8 34-6-0 6-9-8 39-6-0 5-0-0 0-4-310-9-111-6-36.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.92 0.96 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.59 0.12 0.21 (loc) 12-14 12-14 11 2-16 l/defl >999 >798 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-14, 6-14, 7-14, 9-11 REACTIONS. (size)2=0-7-10, 11=Mechanical Max Horz 2=-438(LC 10) Max Uplift 2=-785(LC 12), 11=-687(LC 12) Max Grav 2=1853(LC 17), 11=1752(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3162/1528, 3-5=-2918/1444, 5-6=-1883/1152, 6-7=-1909/1164, 7-9=-2449/1278 BOT CHORD 2-16=-1316/3053, 14-16=-996/2424, 12-14=-869/1958, 11-12=-986/1992 WEBS 3-16=-407/387, 5-16=-203/807, 5-14=-970/613, 6-14=-648/1332, 7-14=-697/493, 7-12=-17/344, 9-12=-35/295, 9-11=-2354/1193 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 39-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 2 and 687 lb uplift at joint 11. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss B2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24618649 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-BFpv?ONdb?Q6IKTPnOSY44tAxHPvP2J9Dy?PLHz_8sl Scale = 1:70.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 4x6 ST1.5x8 STP 5x6 5x8 4x6 2x4 4x6 3x4 2x4 3x4 3x8 3x4 3x4 3x4 4x6 6x8 4x6 3x8 10-8-12 10-8-12 19-0-0 8-3-4 22-10-0 3-10-0 31-1-4 8-3-4 39-6-0 8-4-12 -1-0-0 1-0-0 7-4-0 7-4-0 14-1-8 6-9-8 19-0-0 4-10-8 22-10-0 3-10-0 27-8-8 4-10-8 34-6-0 6-9-8 39-6-0 5-0-0 0-4-39-10-31-6-39-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-1-8], [4:0-3-0,Edge], [6:0-3-0,0-2-0], [7:0-6-0,0-2-8], [9:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.88 0.95 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.59 0.12 0.20 (loc) 13-15 2-18 12 2-18 l/defl >999 >801 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-17: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-16, 5-16, 8-15, 10-12 REACTIONS. (size)12=Mechanical, 2=0-7-10 Max Horz 2=-397(LC 10) Max Uplift 12=-687(LC 12), 2=-785(LC 12) Max Grav 12=1743(LC 18), 2=1846(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3147/1538, 3-5=-2897/1452, 5-6=-1995/1221, 6-7=-1761/1155, 7-8=-1936/1200, 8-10=-2425/1265 BOT CHORD 2-18=-1337/3012, 16-18=-976/2369, 15-16=-629/1780, 13-15=-865/1925, 12-13=-979/1980 WEBS 3-18=-426/399, 5-18=-216/804, 6-16=-331/691, 7-16=-205/281, 7-15=-303/726, 5-16=-869/554, 8-15=-606/439, 8-13=-33/331, 10-13=-47/281, 10-12=-2335/1192 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 19-0-0, Exterior(2E) 19-0-0 to 22-10-0, Exterior(2R) 22-10-0 to 31-3-13, Interior(1) 31-3-13 to 39-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 687 lb uplift at joint 12 and 785 lb uplift at joint 2. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss B3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24618650 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-8exfQ3Ot7dgqXedovoV09VyXi55_tsESgGUWQAz_8sj Scale = 1:73.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 3x6 ST1.5x8 STP 5x6 5x8 3x6 3x6 4x6 2x4 2x4 7x10 5x8 2x4 2x4 3x6 3x4 2x4 3x4 3x8 3x8 3x4 2x4 8-9-4 8-9-4 17-0-0 8-2-12 24-10-0 7-10-0 28-1-10 3-3-10 33-2-2 5-0-8 38-2-10 5-0-8 39-6-0 1-3-6 -1-0-0 1-0-0 6-0-5 6-0-5 11-6-3 5-5-13 17-0-0 5-5-13 24-10-0 7-10-0 28-1-10 3-3-10 33-2-2 5-0-8 38-2-10 5-0-8 39-6-0 1-3-6 0-4-38-10-31-6-31-0-08-10-36.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [7:0-6-0,0-2-8], [16:0-4-0,0-3-8], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.80 0.91 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.42 0.16 0.21 (loc) 19-21 19-21 12 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 245 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-20: 2x4 SP No.1, 8-17,13-14: 2x4 SP No.3, 11-16: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. WEBS 1 Row at midpt 7-19, 7-18 REACTIONS. (size)2=0-7-10, 12=Mechanical Max Horz 2=-354(LC 10) Max Uplift 2=-785(LC 12), 12=-687(LC 12) Max Grav 2=1849(LC 17), 12=1747(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3232/1609, 3-5=-3046/1549, 5-6=-2220/1311, 6-7=-1970/1256, 7-8=-2643/1589, 8-10=-2652/1466, 10-11=-3127/1585, 11-12=-1720/877 BOT CHORD 2-21=-1413/3054, 19-21=-1154/2587, 18-19=-752/1865, 8-16=-239/271, 15-16=-1305/2710, 14-15=-1305/2710, 11-14=-1260/2666 WEBS 3-21=-294/305, 5-21=-153/619, 5-19=-754/489, 6-19=-206/649, 7-19=-180/310, 7-18=-366/289, 16-18=-722/1889, 7-16=-702/1282, 10-16=-558/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 24-10-0, Exterior(2R) 24-10-0 to 33-2-2, Interior(1) 33-2-2 to 39-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 2 and 687 lb uplift at joint 12. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss B4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24618651 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-cqV1ePPWuwoh9oC_TW0FhiVgsUQPcLocvwE3ycz_8si Scale = 1:72.1 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 5x8 ST1.5x8 STP 5x8 5x6 4x6 5x6 6x8 5x8 2x4 2x4 3x6 2x4 5x8 3x4 2x4 3x4 2x4 7-9-4 7-9-4 15-0-0 7-2-12 20-11-0 5-11-0 26-10-0 5-11-0 28-1-10 1-3-10 33-2-2 5-0-8 38-2-10 5-0-8 39-6-0 1-3-6 -1-0-0 1-0-0 7-9-4 7-9-4 15-0-0 7-2-12 20-11-0 5-11-0 26-10-0 5-11-0 28-1-10 1-3-10 33-2-2 5-0-8 38-2-10 5-0-8 39-6-0 1-3-6 0-4-37-10-31-6-31-0-07-10-36.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0-6-0,0-2-8], [6:0-3-0,0-2-0], [13:0-2-8,0-2-8], [16:0-1-12,0-2-0], [17:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.90 0.96 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.37 0.16 0.22 (loc) 16-17 17-18 9 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 239 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-13: 2x6 SP No.2, 10-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-13 REACTIONS. (size)2=0-7-10, 9=Mechanical Max Horz 2=-310(LC 10) Max Uplift 2=-781(LC 12), 9=-678(LC 12) Max Grav 2=1830(LC 17), 9=1745(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3197/1579, 3-4=-2411/1334, 4-5=-2166/1358, 5-6=-2240/1331, 6-7=-2551/1411, 7-8=-3145/1572, 8-9=-1718/869 BOT CHORD 2-18=-1368/2967, 17-18=-1370/2961, 16-17=-907/2211, 12-13=-1309/2731, 11-12=-1309/2731, 8-11=-1269/2691 WEBS 3-18=0/326, 3-17=-868/531, 4-17=-185/670, 4-16=-151/350, 5-16=-450/348, 6-13=-333/861, 7-13=-677/420, 13-16=-977/2235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 26-10-0, Exterior(2R) 26-10-0 to 35-3-13, Interior(1) 35-3-13 to 39-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 678 lb uplift at joint 9. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss B5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24618652 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-YDdo25RmQY2PO5MMax2jn7a2II7T4EKuNEjA1Vz_8sg Scale = 1:70.8 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 5x8 ST1.5x8 STP 3x6 4x6 3x4 2x4 5x12 5x8 2x4 2x4 3x6 3x4 2x4 3x4 5x8 3x4 2x4 4x4 5x6 6-9-4 6-9-4 13-0-0 6-2-12 20-6-13 7-6-13 28-1-10 7-6-13 33-6-5 5-4-11 38-2-10 4-8-5 39-6-0 1-3-6 -1-0-0 1-0-0 6-9-4 6-9-4 13-0-0 6-2-12 20-6-13 7-6-13 28-1-10 7-6-13 28-10-0 0-8-6 33-6-5 4-8-5 38-2-10 4-8-5 39-6-0 1-3-6 0-4-36-10-31-6-31-0-06-10-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [7:0-3-0,0-2-0], [14:0-4-12,0-2-0], [16:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.77 0.86 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.44 0.17 0.24 (loc) 16-18 16-18 10 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-15,11-12: 2x4 SP No.3, 9-14: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-3 oc bracing. WEBS 1 Row at midpt 14-16, 5-14 REACTIONS. (size)2=0-7-10, 10=Mechanical Max Horz 2=-267(LC 10) Max Uplift 2=-785(LC 12), 10=-687(LC 12) Max Grav 2=1813(LC 17), 10=1705(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3204/1595, 3-4=-2564/1385, 4-5=-2479/1496, 5-6=-2418/1454, 6-7=-2424/1451, 7-8=-3093/1762, 8-9=-3046/1572, 9-10=-1678/872 BOT CHORD 2-19=-1396/2947, 18-19=-1396/2947, 16-18=-1000/2344, 6-14=-345/389, 13-14=-1042/2239, 12-13=-1294/2640, 9-12=-1248/2599 WEBS 3-19=0/267, 3-18=-699/454, 4-18=-148/610, 4-16=-248/515, 5-16=-449/406, 14-16=-1125/2380, 7-14=-539/959, 8-13=-360/412, 7-13=-420/664 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 28-10-0, Exterior(2R) 28-10-0 to 37-3-13, Interior(1) 37-3-13 to 39-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 2 and 687 lb uplift at joint 10. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss B6 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24618653 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-0PAAGRROArAF0FxZ8eZyJL79XiWrpgW2buSjZxz_8sf Scale = 1:70.8 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 5x8 ST1.5x8 STP 3x6 4x6 3x6 3x6 3x6 2x4 2x4 5x12 3x6 2x4 2x4 3x4 2x4 3x4 3x4 3x4 6x8 3x4 3x6 4x6 5-9-4 5-9-4 11-0-0 5-2-12 16-8-9 5-8-9 22-5-1 5-8-9 28-1-10 5-8-9 33-8-1 5-6-7 38-2-10 4-6-9 39-6-0 1-3-6 -1-0-0 1-0-0 5-9-4 5-9-4 11-0-0 5-2-12 16-8-9 5-8-9 22-5-1 5-8-9 28-1-10 5-8-9 33-8-1 5-6-7 38-2-10 4-6-9 39-6-0 1-3-6 0-4-35-10-31-0-06.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [16:0-5-0,0-2-0], [18:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 1.00 0.66 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.40 0.15 0.29 (loc) 18-19 18-19 11 18-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 243 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-17,12-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 1 Row at midpt 10-11, 10-15 REACTIONS. (size)11=Mechanical, 2=0-7-10 Max Horz 2=336(LC 12) Max Uplift 11=-707(LC 12), 2=-765(LC 12) Max Grav 11=1443(LC 1), 2=1517(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2742/1470, 3-4=-2340/1342, 4-5=-2504/1506, 5-6=-2522/1452, 6-8=-2557/1443, 8-9=-2575/1451, 9-10=-1587/873, 11-13=-1413/786, 10-13=-1388/807 BOT CHORD 2-22=-1564/2371, 21-22=-1564/2371, 19-21=-1259/2038, 18-19=-1506/2504, 8-16=-294/257, 15-16=-873/1587 WEBS 3-21=-474/377, 4-21=-127/351, 4-19=-344/649, 5-19=-340/295, 6-18=-334/268, 16-18=-1396/2416, 9-16=-741/1267, 9-15=-1124/757, 10-15=-1106/2003 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 39-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 707 lb uplift at joint 11 and 765 lb uplift at joint 2. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss B7 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24618654 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-UbkYTnS0x9I6ePWliM5BsYfPR6oFY89BqYCH5Nz_8se Scale = 1:70.8 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 26 27 5x6 ST1.5x8 STP 3x6 4x6 3x6 3x6 4x6 3x4 2x4 5x12 2x4 2x4 2x4 3x8 2x4 3x4 3x4 5x6 3x8 3x6 4x6 9-0-0 9-0-0 15-5-7 6-5-7 21-9-1 6-3-11 28-1-10 6-4-9 33-8-1 5-6-7 38-2-10 4-6-9 39-6-0 1-3-6 -1-0-0 1-0-0 4-9-4 4-9-4 9-0-0 4-2-12 15-5-7 6-5-7 21-9-1 6-3-11 28-1-10 6-4-9 33-8-1 5-6-7 38-2-10 4-6-9 39-6-0 1-3-6 0-4-34-10-31-0-06.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [16:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.67 0.90 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.55 0.19 0.40 (loc) 18-19 18-19 11 18-19 l/defl >999 >850 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 227 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-17,12-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 16-18: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. WEBS 1 Row at midpt 5-21, 16-18, 10-15 REACTIONS. (size)11=Mechanical, 2=0-7-10 Max Horz 2=282(LC 12) Max Uplift 11=-700(LC 12), 2=-772(LC 12) Max Grav 11=1443(LC 1), 2=1517(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2682/1533, 3-4=-2485/1408, 4-5=-2200/1325, 5-6=-2983/1764, 6-8=-3267/1809, 8-9=-3299/1822, 9-10=-2029/1097, 11-13=-1412/774, 10-13=-1385/794 BOT CHORD 2-21=-1538/2324, 19-21=-1764/2983, 18-19=-1748/3110, 8-16=-313/275, 15-16=-1097/2029 WEBS 3-21=-255/305, 4-21=-349/812, 5-21=-967/541, 5-19=-4/297, 6-18=-339/339, 16-18=-1668/2941, 9-16=-855/1498, 9-15=-1119/741, 10-15=-1276/2351 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 39-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 700 lb uplift at joint 11 and 772 lb uplift at joint 2. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss B8 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T24618655 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-rZYRWUW9mhwPkAOjUvgMZcNHc7XsDPiw_qv2mbz_8sZ Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5x6 ST1.5x8 STP 5x8 5x8 3x6 4x6 6x8 4x4 2x4 7x10 3x6 2x4 2x4 4x4 5x8 7x10 4x6 6x8 4x4 4x4 4x4 4x4 5x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 12-2-4 5-2-4 17-6-4 5-4-0 22-10-4 5-4-0 28-1-10 5-3-6 33-7-1 5-5-7 38-2-10 4-7-9 39-6-0 1-3-6 -1-0-0 1-0-0 12-2-4 12-2-4 17-6-4 5-4-0 22-10-4 5-4-0 28-1-10 5-3-6 33-7-1 5-5-7 38-2-10 4-7-9 39-6-0 1-3-6 0-4-33-10-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-13], [3:0-3-0,0-2-7], [16:0-3-8,0-3-0], [17:0-4-0,0-3-8], [18:Edge,0-3-8], [19:0-3-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.58 0.81 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.70 0.20 0.57 (loc) 19-20 19-20 12 19-20 l/defl >999 >664 n/a >821 L/d 360 240 n/a 240 PLATES MT20 Weight: 547 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 8-18,12-13: 2x4 SP No.2, 13-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-12: 2x6 SP No.2, 17-19,10-17,11-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)12=Mechanical, 2=0-7-10 Max Horz 2=226(LC 25) Max Uplift 12=-1800(LC 8), 2=-1669(LC 8) Max Grav 12=3299(LC 29), 2=3088(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6130/3202, 3-4=-5329/2882, 4-5=-7940/4256, 5-7=-9165/4899, 7-8=-10366/5623, 8-10=-10538/5710, 10-11=-6554/3578, 12-14=-3183/1754, 11-14=-3044/1788 BOT CHORD 2-23=-2921/5422, 22-23=-4256/7940, 20-22=-4899/9165, 19-20=-4829/9028, 18-19=-574/1088, 8-17=-486/470, 16-17=-3578/6554, 15-16=-150/283, 14-15=-202/390 WEBS 3-23=-949/2211, 7-19=-1375/1009, 17-19=-4335/8089, 7-17=-900/1480, 10-17=-2318/4332, 10-16=-2295/1448, 4-23=-3169/1630, 5-20=0/385, 4-22=-288/1052, 5-22=-1471/762, 11-16=-3719/6803 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1800 lb uplift at joint 12 and 1669 lb uplift at joint 2. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s) shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss B8 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T24618655 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:14 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-rZYRWUW9mhwPkAOjUvgMZcNHc7XsDPiw_qv2mbz_8sZ NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 346 lb down and 364 lb up at 7-0-0 on top chord, and 335 lb down and 152 lb up at 7-0-0 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=-54, 3-11=-54, 2-18=-20, 15-17=-20, 12-13=-20 Concentrated Loads (lb) Vert: 3=-157(B) 6=-107(B) 11=-129(B) 14=-65(B) 23=-321(B) 7=-107(B) 19=-57(B) 24=-107(B) 25=-107(B) 26=-107(B) 28=-107(B) 29=-107(B) 30=-107(B) 32=-107(B) 33=-107(B) 34=-96(B) 35=-96(B) 36=-96(B) 37=-96(B) 38=-96(B) 39=-57(B) 40=-57(B) 41=-57(B) 42=-57(B) 43=-57(B) 44=-57(B) 45=-57(B) 46=-57(B) 47=-57(B) 48=-72(B) 49=-72(B) 50=-72(B) 51=-72(B) 52=-72(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss C1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24618656 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-Jl5pkqXnX?2GMKzv2cBb5pvSDWtEyxa4CTfbJ1z_8sY Scale = 1:61.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 3x6 ST1.5x8 STP 4x6 5x8 3x6 4x6 3x4 2x4 3x4 3x8 5x6 3x4 3x4 3x6 3x6 9-7-4 9-7-4 18-8-0 9-0-12 23-2-0 4-6-0 28-4-4 5-2-4 33-10-0 5-5-12 -1-0-0 1-0-0 6-7-0 6-7-0 12-7-8 6-0-8 18-8-0 6-0-8 23-2-0 4-6-0 28-4-4 5-2-4 33-10-0 5-5-12 0-4-39-8-34-4-39-8-36.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-2-8], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.59 0.80 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.43 0.07 0.14 (loc) 13-15 13-15 10 2-15 l/defl >999 >930 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 216 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 1 Row at midpt 5-13, 7-12 REACTIONS. (size)2=0-7-10, 10=Mechanical Max Horz 2=-337(LC 10) Max Uplift 2=-673(LC 12), 10=-599(LC 12) Max Grav 2=1629(LC 17), 10=1447(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2738/1278, 3-5=-2525/1210, 5-6=-1565/939, 6-7=-1371/923, 7-8=-1338/869, 8-9=-1152/652, 9-10=-1368/791 BOT CHORD 2-15=-1272/2605, 13-15=-980/2049, 12-13=-502/1201, 11-12=-496/999 WEBS 3-15=-352/345, 5-15=-175/727, 5-13=-874/553, 6-13=-139/433, 7-13=-223/579, 8-12=-97/330, 8-11=-521/438, 9-11=-607/1244 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-8-0, Exterior(2E) 18-8-0 to 23-2-0, Exterior(2R) 23-2-0 to 31-7-13, Interior(1) 31-7-13 to 33-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 lb uplift at joint 2 and 599 lb uplift at joint 10. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss C2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24618657 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-F8Da9WY13cJ_be7HA1E3AE_pbKXZQlyNgn8iNwz_8sW Scale = 1:63.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 3x6 ST1.5x8 STP 5x8 5x8 2x4 3x6 4x6 2x4 2x4 7x10 3x4 2x4 3x4 5x8 3x4 3x4 6x8 8-7-4 8-7-4 16-8-0 8-0-12 22-11-2 6-3-2 25-2-0 2-2-14 33-10-0 8-8-0 -1-0-0 1-0-0 5-11-0 5-11-0 11-3-8 5-4-8 16-8-0 5-4-8 22-11-2 6-3-2 25-2-0 2-2-14 29-4-4 4-2-4 33-10-0 4-5-12 0-4-38-8-33-4-31-0-08-8-36.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [8:0-6-0,0-2-8], [13:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.53 0.94 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.38 0.08 0.13 (loc) 11-12 11-12 11 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 224 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-13, 9-11 REACTIONS. (size)2=0-7-10, 11=Mechanical Max Horz 2=-293(LC 10) Max Uplift 2=-673(LC 12), 11=-599(LC 12) Max Grav 2=1606(LC 17), 11=1416(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2729/1345, 3-5=-2543/1286, 5-6=-1718/1045, 6-7=-1415/1005, 7-8=-1413/1002, 8-9=-1446/924 BOT CHORD 2-17=-1341/2566, 15-17=-1082/2095, 7-13=-290/300, 12-13=-596/1297, 11-12=-568/967 WEBS 3-17=-299/303, 5-17=-152/620, 5-15=-758/496, 6-15=-157/580, 13-15=-729/1439, 8-13=-436/573, 9-12=-86/511, 9-11=-1464/895 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 16-8-0, Exterior(2E) 16-8-0 to 33-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 lb uplift at joint 2 and 599 lb uplift at joint 11. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss C3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24618658 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-gjvinYbwMXhYS5rsr9nmotcHAXbTd6MpMlMM_Ez_8sT Scale = 1:63.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 5x8 ST1.5x8 STP 5x8 5x8 4x4 3x6 3x4 2x4 7x10 3x6 2x4 5x8 3x4 4x4 7-9-4 7-9-4 15-0-0 7-2-12 22-11-2 7-11-2 26-10-0 3-10-14 33-10-0 7-0-0 -1-0-0 1-0-0 7-9-4 7-9-4 15-0-0 7-2-12 22-11-2 7-11-2 26-10-0 3-10-14 33-10-0 7-0-0 0-4-37-10-33-4-31-0-07-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-4-0,0-3-0], [4:0-6-0,0-2-8], [6:0-6-0,0-2-8], [7:Edge,0-1-12], [10:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.76 0.73 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.27 0.07 0.15 (loc) 11-12 11-12 8 2-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-2 oc bracing. WEBS 1 Row at midpt 3-12, 4-10 REACTIONS. (size)2=0-7-10, 8=Mechanical Max Horz 2=258(LC 12) Max Uplift 2=-673(LC 12), 8=-599(LC 12) Max Grav 2=1325(LC 17), 8=1233(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2241/1310, 3-4=-1623/1061, 4-5=-1412/1084, 5-6=-1405/1075, 6-7=-1271/832, 7-8=-1168/821 BOT CHORD 2-14=-1289/2053, 12-14=-1290/2049, 5-10=-380/359, 9-10=-610/1055 WEBS 3-14=0/313, 3-12=-748/535, 4-12=-63/412, 10-12=-818/1290, 6-10=-455/724, 6-9=-303/318, 7-9=-623/1105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 26-10-0, Exterior(2E) 26-10-0 to 33-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 lb uplift at joint 2 and 599 lb uplift at joint 8. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss C4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24618659 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-8vT5_tbY7rpP4FQ3PtI?L49UwxxOMcVybP6vWhz_8sS Scale = 1:62.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 1617 18 19 20 21 22 23 5x6 ST1.5x8 STP 5x8 3x6 3x6 4x6 2x4 2x4 5x12 3x6 3x4 2x4 6x8 3x4 3x4 9-3-0 9-3-0 17-11-9 8-8-9 22-11-2 4-11-9 28-10-0 5-10-14 33-10-0 5-0-0 -1-0-0 1-0-0 6-9-4 6-9-4 13-0-0 6-2-12 17-11-9 4-11-9 22-11-2 4-11-9 28-10-0 5-10-14 33-10-0 5-0-0 0-4-36-10-33-4-31-0-06-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [7:0-6-0,0-2-8], [11:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.64 0.75 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.40 0.07 0.14 (loc) 13-15 13-15 9 13-15 l/defl >999 >992 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-14: 2x4 SP No.1, 6-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. REACTIONS. (size)2=0-7-10, 9=Mechanical Max Horz 2=258(LC 12) Max Uplift 2=-673(LC 12), 9=-599(LC 12) Max Grav 2=1598(LC 17), 9=1382(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2685/1334, 3-4=-2499/1283, 4-5=-1881/1101, 5-6=-1885/1158, 6-7=-1900/1167, 7-8=-1250/732, 8-9=-1311/799 BOT CHORD 2-15=-1330/2467, 13-15=-919/1832, 6-11=-318/334, 10-11=-557/1083 WEBS 3-15=-392/433, 4-15=-299/799, 4-13=-69/325, 5-13=-382/311, 11-13=-890/1896, 7-11=-606/1155, 7-10=-457/403, 8-10=-643/1270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 28-10-0, Exterior(2E) 28-10-0 to 33-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 lb uplift at joint 2 and 599 lb uplift at joint 9. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss C5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24618660 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-c51TCDcAt9xGhP?FyapEtIia5LEZ52R6p3rT27z_8sR Scale = 1:61.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 5x6 ST1.5x8 STP 3x6 5x8 3x6 4x6 2x4 3x4 5x12 3x6 3x4 2x4 6x8 3x4 3x6 3x4 8-9-0 8-9-0 16-11-9 8-2-9 22-11-2 5-11-9 30-10-0 7-10-14 33-10-0 3-0-0 -1-0-0 1-0-0 5-9-4 5-9-4 11-0-0 5-2-12 16-11-9 5-11-9 22-11-2 5-11-9 30-10-0 7-10-14 33-10-0 3-0-0 0-4-35-10-33-4-31-0-05-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [8:0-6-0,0-2-8], [12:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.93 0.95 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.39 0.08 0.18 (loc) 14-16 14-16 10 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-12 REACTIONS. (size)2=0-7-10, 10=Mechanical Max Horz 2=258(LC 12) Max Uplift 2=-673(LC 12), 10=-599(LC 12) Max Grav 2=1577(LC 17), 10=1360(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2672/1330, 3-4=-2463/1223, 4-5=-2192/1204, 5-7=-2282/1301, 7-8=-2321/1331, 8-9=-985/549, 9-10=-1370/759 BOT CHORD 2-16=-1345/2428, 14-16=-1000/1961, 7-12=-406/418, 11-12=-439/859 WEBS 3-16=-323/374, 4-16=-186/612, 4-14=-177/486, 5-14=-456/373, 12-14=-1023/2145, 8-12=-913/1702, 8-11=-656/541, 9-11=-651/1271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 30-10-0, Exterior(2E) 30-10-0 to 33-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 lb uplift at joint 2 and 599 lb uplift at joint 10. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss C6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24618661 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-YU8DdveQPmB_xj9e4?sizjnwv9xPZz6PHNKa70z_8sP Scale = 1:61.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 4x6 ST1.5x8 STP 3x6 4x12 3x4 3x6 4x6 3x4 5x6 3x6 3x8 2x4 5x6 3x4 3x4 3x4 9-0-0 9-0-0 16-11-15 7-11-15 24-10-1 7-10-3 33-2-6 8-4-5 33-10-0 0-7-10 -1-0-0 1-0-0 4-9-4 4-9-4 9-0-0 4-2-12 16-11-15 7-11-15 24-10-1 7-10-3 32-10-0 7-11-15 33-2-6 0-4-6 33-10-0 0-7-10 0-4-34-10-33-4-31-0-04-10-36.00 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.85 0.86 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.34 0.09 0.23 (loc) 14 2-16 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 185 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-12 oc bracing. WEBS 1 Row at midpt 8-13, 5-16 REACTIONS. (size)2=0-7-10, 10=Mechanical Max Horz 2=258(LC 12) Max Uplift 2=-673(LC 12), 10=-599(LC 12) Max Grav 2=1307(LC 1), 10=1233(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2246/1310, 3-4=-2046/1178, 4-5=-1803/1119, 5-7=-2341/1415, 7-8=-1848/1100, 8-9=-323/183, 9-10=-1012/580 BOT CHORD 2-16=-1338/1946, 14-16=-1385/2341, 13-14=-1071/1847, 12-13=-169/277, 8-11=-1036/768 WEBS 3-16=-261/303, 4-16=-211/587, 9-11=-596/956, 8-13=-1038/1808, 5-16=-715/341, 7-13=-732/604, 5-14=-138/281, 7-14=-413/571 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 32-10-0, Exterior(2E) 32-10-0 to 33-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 lb uplift at joint 2 and 599 lb uplift at joint 10. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss C7 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T24618662 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-UtGz2bfhxNRiA0J0BQuA28sE8ykz1s3hkhpgCuz_8sN Scale = 1:61.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 5x6 ST1.5x8 STP 6x8 3x8 4x12 8x10 WB4x6 7x10 4x12 3x4 6x8 4x6 4x6 7x10 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 13-6-4 6-6-4 20-2-4 6-8-0 26-10-4 6-8-0 33-10-0 6-11-12 -1-0-0 1-0-0 13-6-4 13-6-4 20-2-4 6-8-0 26-10-4 6-8-0 33-10-0 6-11-12 0-4-33-10-36.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-1-13], [3:0-3-0,0-2-7], [5:0-5-0,0-4-8], [6:0-3-8,0-3-0], [7:0-3-12,0-3-0], [8:Edge,0-5-8], [9:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.99 0.34 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.59 0.08 0.47 (loc) 11-12 11-12 8 11-12 l/defl >999 >682 n/a >859 L/d 360 240 n/a 240 PLATES MT20 Weight: 247 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.1 *Except* 7-8: 2x6 SP No.2, 3-14,6-9,4-12,5-11: 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. WEBS 1 Row at midpt 7-9, 4-14, 6-11 REACTIONS. (size)8=Mechanical, 2=0-7-10 Max Horz 2=228(LC 8) Max Uplift 8=-1447(LC 8), 2=-1416(LC 8) Max Grav 8=2765(LC 29), 2=2632(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5188/2665, 3-4=-4531/2427, 4-5=-6779/3589, 5-6=-6761/3551, 6-7=-4586/2402, 7-8=-2553/1472 BOT CHORD 2-14=-2452/4602, 12-14=-3589/6779, 11-12=-3565/6775, 9-11=-2402/4586 WEBS 3-14=-632/1685, 7-9=-2583/4953, 4-14=-2589/1300, 6-9=-1881/1334, 4-12=0/543, 6-11=-1283/2429, 5-11=-747/704 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1447 lb uplift at joint 8 and 1416 lb uplift at joint 2. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 346 lb down and 364 lb up at 7-0-0 on top chord, and 335 lb down and 152 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss C7 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T24618662 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:26 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-UtGz2bfhxNRiA0J0BQuA28sE8ykz1s3hkhpgCuz_8sN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-157(B) 14=-321(B) 9=-57(B) 6=-107(B) 15=-107(B) 16=-107(B) 17=-107(B) 19=-107(B) 20=-107(B) 22=-107(B) 23=-107(B) 24=-107(B) 25=-107(B) 26=-107(B) 27=-107(B) 28=-112(B) 29=-57(B) 30=-57(B) 31=-57(B) 32=-57(B) 33=-57(B) 34=-57(B) 35=-57(B) 36=-57(B) 37=-57(B) 38=-57(B) 39=-57(B) 40=-58(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss CJ1 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T24618663 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-y3qMFxgJihZZoAuCl8PPaLPcDM9RmUbrzLZEkLz_8sM Scale = 1:7.0 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.14 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-8(LC 1), 2=-141(LC 12) Max Grav 3=25(LC 12), 2=128(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 8 lb uplift at joint 3 and 141 lb uplift at joint 2. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss CJ3 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T24618664 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-RFOkSHhxT?hQQKSPJrwe7Zym0mUcVxr_C?InGnz_8sL Scale: 1"=1' 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.20 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=119(LC 12) Max Uplift 3=-55(LC 12), 2=-148(LC 12) Max Grav 3=71(LC 17), 2=191(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 55 lb uplift at joint 3 and 148 lb uplift at joint 2. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss CJ5 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T24618665 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-RFOkSHhxT?hQQKSPJrwe7ZyfUmRiVxr_C?InGnz_8sL Scale = 1:19.2 1 2 3 4 3x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.68 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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=0-7-10, 4=Mechanical Max Horz 2=172(LC 12) Max Uplift 3=-125(LC 12), 2=-158(LC 12) Max Grav 3=146(LC 17), 2=261(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 125 lb uplift at joint 3 and 158 lb uplift at joint 2. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss D1 Truss Type HALF HIP GIRDER Qty 1 Ply 3 Job Reference (optional) T24618666 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-NeVUtyiB?cx8fecnQGz6C_11GZ1wzeyHfJnuLfz_8sJ Scale = 1:38.1 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 20 21 22 23 5x6 ST1.5x8 STP ST1.5x8 STP 7x10 3x8 3x8 4x6 2x4 8x10 5x8 3x4 5x8 3x4 5x6 5x12 LUS26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 5-0-6 5-0-6 8-3-6 3-3-0 12-7-1 4-3-11 17-6-10 4-11-9 20-3-0 2-8-6 -1-0-0 1-0-0 5-0-6 5-0-6 7-7-8 2-7-2 8-3-6 0-7-14 12-7-1 4-3-11 17-6-10 4-11-9 20-3-0 2-8-6 0-4-34-1-151-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [4:0-3-0,0-2-7], [8:0-5-0,0-4-4], [10:0-8-0,0-4-4], [11:0-3-8,0-3-8], [12:0-5-12,0-2-0], [14:0-4-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.53 0.66 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.24 0.10 0.18 (loc) 13 13 8 13 l/defl >999 >991 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 456 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 4-14: 2x4 SP No.2, 10-12: 2x6 SP M 26, 6-9: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8: 2x8 SP 2400F 2.0E, 7-10,12-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. 10-0-0 oc bracing: 12-14 REACTIONS. (size)8=0-7-10, 2=0-7-10 Max Horz 2=243(LC 8) Max Uplift 8=-3367(LC 8), 2=-2459(LC 8) Max Grav 8=6683(LC 1), 2=4752(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9619/4829, 3-4=-12508/6381, 4-5=-11210/5752, 5-6=-11958/6050, 6-7=-5706/2887, 7-8=-6143/3116 BOT CHORD 2-15=-4392/8450, 14-15=-653/1197, 12-14=-1357/2580, 4-12=-2232/4390, 11-12=-6050/11958, 10-11=-3082/6100, 9-10=-240/593, 6-10=-3147/1672 WEBS 8-10=-198/411, 7-10=-4086/8073, 5-12=-1280/407, 5-11=-341/256, 6-11=-3418/6753, 3-15=-2817/1512, 12-15=-4039/7835, 3-12=-1654/3313 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 3367 lb uplift at joint 8 and 2459 lb uplift at joint 2. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 20-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord. Continued on page 2 July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss D1 Truss Type HALF HIP GIRDER Qty 1 Ply 3 Job Reference (optional) T24618666 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:30 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-NeVUtyiB?cx8fecnQGz6C_11GZ1wzeyHfJnuLfz_8sJ NOTES- 11) Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent at 9-0-12 from the left end to connect truss(es) to front face of top chord. 12) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 3-8-0 oc max. starting at 11-0-12 from the left end to 18-8-12 to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong-Tie HTU26 (20-10dx1 1/2 Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 15-0-12 from the left end to connect truss(es) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 2-14=-20, 13-14=-20, 10-12=-20, 8-9=-20 Concentrated Loads (lb) Vert: 16=-1179(F) 18=-2629(F) 19=-1213(F) 20=-1213(F) 21=-1213(F) 22=-1213(F) 23=-1213(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss D2 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T24618667 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-J1dFIekSXDCsuxmAYh?aHP6I2NevRWGa6dG?PYz_8sH Scale = 1:38.6 1 2 3 4 5 6 14 13 12 11 10 9 8 7 15 16 17 18 19 20 21 22 23 24 25 26 5x8 ST1.5x8 STP ST1.5x8 STP 3x6 3x6 2x4 3x4 7x10 3x6 2x4 2x4 4x6 3x4 5x6 5x6 Special NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 9-3-6 2-3-6 14-6-7 5-3-1 17-6-10 3-0-3 20-3-0 2-8-6 -1-0-0 1-0-0 7-0-0 7-0-0 9-3-6 2-3-6 14-6-7 5-3-1 17-6-10 3-0-3 20-3-0 2-8-6 0-4-33-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [12:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.83 0.95 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.29 0.11 (loc) 11-12 11-12 7 l/defl >999 >806 n/a L/d 240 240 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-13,8-10: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2, 5-12,6-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-15 oc bracing. REACTIONS. (size)7=0-7-10, 2=0-7-10 Max Horz 2=229(LC 21) Max Uplift 7=-937(LC 8), 2=-841(LC 8) Max Grav 7=1666(LC 25), 2=1500(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2581/1364, 3-4=-3284/1869, 4-5=-3370/1924, 5-6=-2769/1580, 7-9=-1603/941, 6-9=-1501/954 BOT CHORD 2-14=-1282/2250, 4-12=-381/379, 11-12=-1580/2769 WEBS 3-14=-567/494, 12-14=-1299/2379, 3-12=-957/1674, 5-12=-380/664, 5-11=-908/717, 6-11=-1661/2891 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 937 lb uplift at joint 7 and 841 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 346 lb down and 364 lb up at 7-0-0 on top chord, and 335 lb down and 152 lb up at 7-0-0 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 Continued on page 2 July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss D2 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T24618667 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:32 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-J1dFIekSXDCsuxmAYh?aHP6I2NevRWGa6dG?PYz_8sH LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 2-13=-20, 10-12=-20, 7-8=-20 Concentrated Loads (lb) Vert: 3=-157(B) 13=-57(B) 4=-107(B) 14=-321(B) 15=-96(B) 16=-96(B) 18=-96(B) 19=-96(B) 20=-108(B) 21=-72(B) 22=-72(B) 23=-72(B) 24=-72(B) 25=-57(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss EJ7 Truss Type Jack-Open Qty 29 Ply 1 Job Reference (optional) T24618668 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-J1dFIekSXDCsuxmAYh?aHP6JENhMRlqa6dG?PYz_8sH Scale = 1:24.8 1 2 5 3 43x8 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.82 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 -0.00 0.16 (loc) 2-4 2-4 3 2-4 l/defl >983 >438 n/a >502 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=226(LC 12) Max Uplift 3=-165(LC 12), 2=-175(LC 12) Max Grav 3=201(LC 17), 2=336(LC 17), 4=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 165 lb uplift at joint 3 and 175 lb uplift at joint 2. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss EJ71 Truss Type Jack-Open Qty 9 Ply 1 Job Reference (optional) T24618669 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-nDBdW_l4IXKiW5LM6OWpqcfTDn_0AC4jLH0Yx_z_8sG Scale = 1:24.8 1 2 3 6 7 4 5 3x6 ST1.5x8 STP 2x4 5x8 2-9-6 2-9-6 7-0-0 4-2-10 -1-0-0 1-0-0 2-9-6 2-9-6 7-0-0 4-2-10 0-4-33-10-32-10-33-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-0-10], [3:0-7-4,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.87 0.96 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.24 -0.15 0.33 (loc) 6 6 5 6 l/defl >669 >334 n/a >242 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=226(LC 12) Max Uplift 4=-140(LC 12), 2=-170(LC 12), 5=-14(LC 12) Max Grav 4=184(LC 17), 2=344(LC 17), 5=119(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 140 lb uplift at joint 4, 170 lb uplift at joint 2 and 14 lb uplift at joint 5. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss FG1 Truss Type Flat Girder Qty 1 Ply 2 Job Reference (optional) T24618670 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-FPl?jKmi3rSZ8FwZf612NqCfPBWfvfKtaxl5URz_8sF Scale = 1:14.0 1 2 4 3 5 6 7 2x4 ST1.5x8 STP 3x6 2x4 3x6 5-4-0 5-4-0 5-4-0 5-4-0 1-9-0LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.78 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* 1-3: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=0-6-10 Max Uplift 4=-429(LC 4), 3=-284(LC 4) Max Grav 4=787(LC 1), 3=633(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-738/454, 2-3=-584/309 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 4 and 284 lb uplift at joint 3. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 313 lb down and 219 lb up at 0-2-12, 285 lb down and 229 lb up at 2-1-12, and 223 lb down and 147 lb up at 4-1-12, and 239 lb down and 143 lb up at 5-3-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Concentrated Loads (lb) Vert: 1=-313 5=-285 6=-223 7=-239 July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss G1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T24618671 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-Cotl80nyaSiHNZ4xnX4WSFHzx_6qNMaA1FECYJz_8sD Scale = 1:48.7 1 2 3 4 5 6 7 12 11 10 9 8131415161718 19 20 5x6 ST1.5x8 STP ST1.5x8 STP 4x12 4x12 8x10 WB 5x6 3x8 10x12 4x4 8x10 3x8 3x8 HHUS28-2 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 7-1-8 7-1-8 12-1-0 4-11-8 15-11-3 3-10-3 19-9-5 3-10-3 24-2-0 4-4-11 -1-0-0 1-0-0 7-1-8 7-1-8 12-1-0 4-11-8 15-11-3 3-10-3 19-9-5 3-10-3 24-2-0 4-4-11 0-4-36-4-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-1-9,Edge], [5:0-0-8,0-1-8], [7:0-1-9,Edge], [8:0-5-4,0-1-8], [9:0-5-0,0-6-0], [11:0-6-0,0-6-4], [12:0-5-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.91 0.57 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.40 0.09 0.30 (loc) 11-12 11-12 7 11-12 l/defl >999 >709 n/a >934 L/d 360 240 n/a 240 PLATES MT20 Weight: 321 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-7: 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 4-11: 2x4 SP No.1 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing. REACTIONS. (size)7=0-7-10, 2=0-7-10 Max Horz 2=275(LC 7) Max Uplift 7=-4673(LC 8), 2=-3662(LC 8) Max Grav 7=9717(LC 2), 2=6951(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14552/7520, 3-4=-10713/5512, 4-5=-10683/5518, 5-6=-13722/6913, 6-7=-16821/8219 BOT CHORD 2-12=-6600/12901, 11-12=-6600/12901, 9-11=-6016/12252, 8-9=-7260/14958, 7-8=-7260/14958 WEBS 3-12=-2019/3825, 3-11=-4114/2354, 4-11=-4727/9258, 5-11=-4322/1947, 5-9=-1855/4449, 6-9=-3084/1414, 6-8=-1159/2808 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 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 4673 lb uplift at joint 7 and 3662 lb uplift at joint 2. 9) Use Simpson Strong-Tie HHUS28-2 (22-SD10212 Girder, 8-SD10212 Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 23-0-12 to connect truss(es) to front face of bottom chord. Continued on page 2 July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss G1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T24618671 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:36 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-Cotl80nyaSiHNZ4xnX4WSFHzx_6qNMaA1FECYJz_8sD NOTES- 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 2-7=-20 Concentrated Loads (lb) Vert: 12=-3143(F) 13=-1423(F) 14=-1423(F) 15=-1423(F) 16=-1441(F) 17=-1423(F) 18=-1423(F) 19=-1423(F) 20=-1423(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss G2 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T24618672 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-g_R8LMoaLmq8?jf7LEbl_Sp9VOSJ6yrJGv_m4lz_8sC Scale = 1:44.3 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 7-5-4 7-5-4 16-8-12 9-3-8 24-2-0 7-5-4 -1-0-0 1-0-0 7-5-4 7-5-4 9-10-8 2-5-4 10-2-3 0-3-11 12-1-0 1-10-13 13-11-13 1-10-13 14-3-8 0-3-11 16-8-12 2-5-4 24-2-0 7-5-4 0-4-36-4-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-9], [8:0-3-0,0-2-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.85 0.49 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.74 0.03 0.30 (loc) 9-11 9-11 8 9-11 l/defl >610 >382 n/a >939 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 5-12: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 12 REACTIONS. (size)8=0-7-10, 2=0-7-10 Max Horz 2=276(LC 11) Max Uplift 8=-355(LC 12), 2=-459(LC 12) Max Grav 8=1221(LC 19), 2=1296(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2133/766, 3-4=-1674/806, 4-5=-154/590, 5-6=-145/594, 6-7=-1669/818, 7-8=-2127/778 BOT CHORD 2-11=-533/1801, 9-11=-533/1801, 8-9=-533/1801 WEBS 4-12=-2379/1069, 6-12=-2379/1069, 7-9=0/701, 3-11=0/703 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-1-0, Exterior(2R) 12-1-0 to 18-1-0, Interior(1) 18-1-0 to 23-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-12, 6-12 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 355 lb uplift at joint 8 and 459 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss G3 Truss Type Common Qty 5 Ply 1 Job Reference (optional) T24618673 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-8A_WZhpC63y?csDKux6_XgMKHooYrP6SVYjJdCz_8sB Scale = 1:45.0 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 5x6 ST1.5x8 STP ST1.5x8 STP 3x8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x8 7-5-4 7-5-4 16-8-12 9-3-8 24-2-0 7-5-4 -1-0-0 1-0-0 7-5-4 7-5-4 9-10-8 2-5-4 10-2-3 0-3-11 12-1-0 1-10-13 13-11-13 1-10-13 14-3-8 0-3-11 16-8-12 2-5-4 24-2-0 7-5-4 25-2-0 1-0-0 0-4-36-4-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [8:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.85 0.49 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.74 0.03 0.30 (loc) 10-12 10-12 8 10-12 l/defl >611 >383 n/a >957 L/d 360 240 n/a 240 PLATES MT20 Weight: 119 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 5-13: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)2=0-7-10, 8=0-7-10 Max Horz 2=-284(LC 10) Max Uplift 2=-456(LC 12), 8=-456(LC 12) Max Grav 2=1296(LC 18), 8=1296(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2125/759, 3-4=-1668/801, 4-5=-141/589, 5-6=-141/589, 6-7=-1667/801, 7-8=-2124/759 BOT CHORD 2-12=-454/1811, 10-12=-454/1811, 8-10=-454/1811 WEBS 4-13=-2368/1035, 6-13=-2368/1035, 7-10=0/700, 3-12=0/700 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-1-0, Exterior(2R) 12-1-0 to 18-1-0, Interior(1) 18-1-0 to 25-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-13, 6-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 456 lb uplift at joint 2 and 456 lb uplift at joint 8. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss G4 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T24618674 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-cNYum1prtN4sE0oWSfdD4tvhZCFUauMckCTs9ez_8sA Scale = 1:44.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 4x4 3x4 3x6 3x4 24-2-0 24-2-0 -1-0-0 1-0-0 12-1-0 12-1-0 24-2-0 12-1-0 25-2-0 1-0-0 0-4-36-4-110-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.11 0.06 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 15 15 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 131 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 24-2-0. (lb) - Max Horz 2=284(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 23, 24, 25, 27, 21, 19, 18, 16, 14 except 26=-103(LC 12), 17=-103(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 22, 23, 24, 25, 26, 27, 21, 19, 18, 17, 16, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-113/299, 7-8=-123/385, 8-9=-123/385, 9-10=-92/299 WEBS 4-26=-133/256, 3-27=-140/264, 12-17=-133/256, 13-16=-139/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 5-0-0, Exterior(2N) 5-0-0 to 12-1-0, Corner(3R) 12-1-0 to 18-1-0, Exterior(2N) 18-1-0 to 25-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 23, 24, 25, 27, 21, 19, 18, 16, 14 except (jt=lb) 26=103, 17=103. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss HJ7 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) T24618675 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-4Z6G_NqTehCjsANi0M8Sc5RllbVBJHUlysCQh4z_8s9 Scale = 1:22.8 1 2 3 7 6 5 8 9 10 4 11 12 13 3x4 2x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-1-9 5-1-9 9-10-1 4-8-7 -1-5-0 1-5-0 5-1-9 5-1-9 9-10-1 4-8-7 0-4-33-9-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.47 0.41 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 -0.03 (loc) 6-7 6-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 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 9-5-5 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=225(LC 8) Max Uplift 4=-134(LC 8), 2=-331(LC 8), 6=-135(LC 8) Max Grav 4=144(LC 28), 2=444(LC 1), 6=319(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-746/277 BOT CHORD 2-7=-385/651, 6-7=-385/651 WEBS 3-7=0/270, 3-6=-703/416 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=134, 2=331, 6=135. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-76(F=-38, B=-38) 13=-36(F=-18, B=-18) July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss K1 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T24618676 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-YlgeBjr5P_KaTKyva4fh9I_uD?lV2o1vBWyzDXz_8s8 Scale = 1:17.8 1 2 3 4 4x4 ST1.5x8 STP ST1.5x8 STP 3x4 2x4 3x4 3x8 0-9-6 0-9-6 4-0-0 3-2-10 7-11-0 3-11-0 4-0-0 4-0-0 7-11-0 3-11-0 0-4-32-4-30-4-116.00 12 Plate Offsets (X,Y)-- [1:0-1-10,0-1-8], [1:0-0-8,1-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.61 0.79 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.02 (loc) 3-4 3-4 3 1-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 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: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-11 oc bracing. REACTIONS. (size)3=0-3-0, 1=0-7-10 Max Horz 1=-88(LC 10) Max Uplift 3=-132(LC 12), 1=-132(LC 12) Max Grav 3=277(LC 1), 1=277(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-384/479, 2-3=-382/499 BOT CHORD 1-4=-320/295, 3-4=-320/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=132, 1=132. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss K2 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T24618677 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-0yE1P3sjAISR5UX57nAwhWX1wP3MnFI2QAhWmzz_8s7 Scale = 1:19.7 1 2 3 4 5 6 4x4 ST1.5x8 STP ST1.5x8 STP 3x8 3x8 2x4 4x4 0-9-6 0-9-6 4-0-0 3-2-10 7-11-0 3-11-0 8-0-0 0-1-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 0-4-32-4-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-7-4,0-0-2], [2:0-0-8,1-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.75 0.94 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 4-6 4-6 4 4-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 4=0-3-0 Max Horz 2=-109(LC 10) Max Uplift 2=-232(LC 12), 4=-214(LC 12) Max Grav 2=352(LC 1), 4=339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-370/415, 3-4=-369/432 BOT CHORD 2-6=-195/289, 4-6=-195/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=232, 4=214. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss K3 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T24618678 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-U8oPcPtLxcaIje6HhVi9Ej3I3pVaWiYCeqR4IPz_8s6 Scale = 1:19.7 1 2 3 4 5 6 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 2x4 4x4 4-0-0 4-0-0 7-11-0 3-11-0 8-0-0 0-1-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 0-4-32-4-30-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.34 0.56 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 4-6 4-6 4 4-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-3-0 Max Horz 2=-109(LC 10) Max Uplift 2=-233(LC 12), 4=-213(LC 12) Max Grav 2=353(LC 1), 4=338(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-369/412, 3-4=-368/429 BOT CHORD 2-6=-193/287, 4-6=-193/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=233, 4=213. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss K4 Truss Type Common Girder Qty 1 Ply 1 Job Reference (optional) T24618679 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-zKMnpltzivi9KnhUFCDOmxcTIDvdF9PLtUAdqrz_8s5 Scale = 1:19.7 1 2 3 4 5 6 4x4 ST1.5x8 STP3x6 3x6 2x4 4-0-0 4-0-0 8-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 0-4-32-4-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [4:0-6-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.37 0.25 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 2-6 2-6 4 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 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 8-0-0. (lb) - Max Horz 2=-109(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 6 except 2=-170(LC 12), 4=-183(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 4, 4 except 6=300(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-189/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=170, 4=183. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24618680 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-RXv915ubTDq?yxGgpwkdJ89fRcFZ_bXU68wBNIz_8s4 Scale = 1:24.5 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 0-0-44-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.28 0.21 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-8, 4=7-11-8, 5=7-11-8 Max Horz 1=194(LC 12) Max Uplift 4=-77(LC 12), 5=-212(LC 12) Max Grav 1=95(LC 1), 4=137(LC 17), 5=381(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-350/143 WEBS 2-5=-287/542 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=212. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss V2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24618681 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-vjTXERvEEXysa5rsMdFssMhsh0d9j28eLofkvkz_8s3 Scale = 1:18.8 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 6-0-0 6-0-0 0-0-43-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.12 0.14 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: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-11-8, 4=5-11-8, 5=5-11-8 Max Horz 1=140(LC 12) Max Uplift 4=-55(LC 12), 5=-160(LC 12) Max Grav 1=61(LC 1), 4=98(LC 17), 5=286(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-299/129 WEBS 2-5=-244/467 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=160. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss V3 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24618682 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-vjTXERvEEXysa5rsMdFssMhpI0bqj4IeLofkvkz_8s3 Scale = 1:12.8 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-42-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.34 0.20 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.3 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=3-11-8, 3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-35(LC 12), 3=-79(LC 12) Max Grav 1=126(LC 17), 3=141(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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. July 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2826712-PSLP-MERRITT Truss V4 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24618683 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 10:57:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-Nv1wSmws?q4jBFP2wKm5OZE3fQ_rSXYnZSPHRAz_8s2 Scale = 1:7.8 1 2 3 2x4 5x6 2-0-0 2-0-0 0-0-41-0-06.00 12 Plate Offsets (X,Y)-- [2:0-8-9,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.03 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.3 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=1-11-8, 3=1-11-8 Max Horz 1=33(LC 12) Max Uplift 1=-13(LC 12), 3=-30(LC 12) Max Grav 1=48(LC 17), 3=53(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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. July 8,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths