Loading...
HomeMy WebLinkAboutAPPROVED, TRUSSCUT(1)6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2819105 - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 66 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: SYNERGY HOMES Project Name: GARCIA/RODRIGUEZ Model: IBIS II Subdivision: . Address: 704 EAST MIDWAY RD, . 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 T24620640 A1 Date 7/8/212T24620641A27/8/213T24620642A37/8/214T24620643A47/8/215T24620644A57/8/216T24620645A67/8/217T24620646B17/8/218T24620647B27/8/219T24620648B37/8/2110T24620649B47/8/2111T24620650C17/8/2112T24620651C27/8/2113T24620652C37/8/2114T24620653C47/8/2115T24620654C57/8/2116T24620655C67/8/2117T24620656CJ17/8/2118T24620657D17/8/2119T24620658D27/8/2120T24620659D37/8/2121T24620660E17/8/2122T24620661E27/8/21 No.Seal#Truss Name 23 T24620662 E3 Date 7/8/2124T24620663E47/8/2125T24620664E57/8/2126T24620665E67/8/2127T24620666F17/8/2128T24620667F1A7/8/2129T24620668F1G7/8/2130T24620669F27/8/2131T24620670F37/8/2132T24620671F47/8/2133T24620672F57/8/2134T24620673F67/8/2135T24620674F77/8/2136T24620675F87/8/2137T24620676FG17/8/2138T24620677FG27/8/2139T24620678GR17/8/2140T24620679HJ27/8/2141T24620680HJ37/8/2142T24620681HJ77/8/2143T24620682HJ7C7/8/2144T24620683HJ217/8/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2819105 - 2 of 2 Site Information: Lot/Block: . Customer Info: SYNERGY HOMES Project Name: GARCIA/RODRIGUEZ Model: IBIS II Subdivision: . Address: 704 EAST MIDWAY RD, . State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T24620684 J1 Date 7/8/2146T24620685J27/8/2147T24620686J37/8/2148T24620687J57/8/2149T24620688J5C7/8/2150T24620689J77/8/2151T24620690J7C7/8/2152T24620691J87/8/2153T24620692J717/8/2154T24620693K17/8/2155T24620694K27/8/2156T24620695MV27/8/2157T24620696MV47/8/2158T24620697MV67/8/2159T24620698MV87/8/2160T24620699MV107/8/2161T24620700MV127/8/2162T24620701MV147/8/2163T24620702MV167/8/2164T24620703MV187/8/2165T24620704MV207/8/2166T24620705V17/8/21 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 2819105 Truss A1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24620640 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-4hEb9fGCmmVK82NefvT7kV5rN9iXDARCE5alyJz_7Km Scale = 1:68.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 2x4 ST1.5x8 STP ST1.5x8 STP 5x6 5x8 4x6 5x8 6x8 4x6 2x4 5x6 5x8 3x4 3x4 4x4 5x8 7x10 3x6 6x8 8-2-10 8-2-10 16-9-6 8-6-12 18-6-0 1-8-10 22-4-0 3-10-0 29-6-2 7-2-2 37-0-0 7-5-14 4-3-1 4-3-1 8-2-10 3-11-9 12-6-0 4-3-6 16-9-6 4-3-6 22-4-0 5-6-10 29-6-2 7-2-2 37-0-0 7-5-14 38-0-0 1-0-0 5-5-128-10-130-5-123-8-92-11-08-10-135.00 12 2.50 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [5:0-4-0,0-1-13], [7:0-3-0,Edge], [9:0-2-4,0-0-15], [11:0-3-8,0-2-8], [13:0-5-8,0-3-8], [14:0-5-0,0-3-0], [18:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.85 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.63 0.34 0.40 (loc) 13 13-14 9 13 l/defl >999 >698 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 261 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7,7-10: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 6-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-12 oc bracing. WEBS 1 Row at midpt 4-17, 11-13, 2-18 REACTIONS. (size)9=0-8-0, 18=0-8-0 Max Horz 18=-358(LC 12) Max Uplift 9=-882(LC 12), 18=-805(LC 12) Max Grav 9=1786(LC 18), 18=1642(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1713/1093, 3-4=-1534/1056, 4-5=-2886/1782, 5-6=-4001/2273, 6-8=-5177/2889, 8-9=-3466/1898 BOT CHORD 17-18=-214/1130, 15-17=-882/2288, 14-15=-1196/2952, 13-14=-2363/4764, 6-13=-264/681, 9-11=-1597/3053 WEBS 2-17=-359/896, 3-17=-183/387, 4-17=-1357/816, 4-15=-492/1118, 5-15=-820/477, 5-14=-1110/2089, 6-14=-1410/918, 11-13=-1708/3259, 8-13=-730/1651, 8-11=-1135/754, 2-18=-1898/1132 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 8-2-10, Exterior(2E) 8-2-10 to 16-9-6, Exterior(2R) 16-9-6 to 25-3-3, Interior(1) 25-3-3 to 38-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 882 lb uplift at joint 9 and 805 lb uplift at joint 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 2819105 Truss A2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24620641 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-Yto_M?HqX4dBlCyqCc_MGje?nZ2syd2LTlJIUlz_7Kl Scale = 1:67.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 5x6 ST1.5x8 STP 5x8 5x8 5x8 6x8 4x6 2x4 5x6 5x8 3x4 4x4 5x8 7x10 3x6 4x6 7-11-14 7-11-14 17-0-2 9-0-4 18-6-0 1-5-14 22-4-0 3-10-0 29-0-0 6-8-0 32-0-0 3-0-0 33-4-8 1-4-8 33-8-0 0-3-8 34-8-6 1-0-6 34-10-6 0-2-0 37-0-0 2-1-10 7-11-14 7-11-14 12-6-0 4-6-2 17-0-2 4-6-2 22-4-0 5-3-14 29-0-0 6-8-0 32-0-0 3-0-0 33-4-8 1-4-8 33-8-0 0-3-8 34-10-6 1-2-6 37-0-0 2-1-10 38-0-0 1-0-0 5-5-128-9-110-5-123-8-92-11-08-9-115.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-3-0,0-2-4], [4:0-4-0,0-1-13], [6:0-4-0,0-3-0], [9:0-3-8,0-2-8], [11:0-5-8,0-3-8], [12:0-5-0,0-3-0], [16:0-3-10,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.85 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.62 0.33 0.40 (loc) 11 11-12 7 11 l/defl >999 >701 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.1 *Except* 1-2: 2x4 SP M 31, 2-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-10: 2x4 SP No.3, 7-10: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. WEBS 1 Row at midpt 3-15, 9-11, 1-16, 1-15 REACTIONS. (size)7=0-8-0, 16=Mechanical Max Horz 16=-355(LC 12) Max Uplift 7=-882(LC 12), 16=-805(LC 12) Max Grav 7=1786(LC 18), 16=1642(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1758/1033, 2-3=-1531/1060, 3-4=-2980/1817, 4-5=-3997/2262, 5-6=-5149/2874, 6-7=-3377/1854, 1-16=-1576/1003 BOT CHORD 15-16=-295/351, 13-15=-898/2322, 12-13=-1237/3040, 11-12=-2341/4746, 5-11=-297/720, 7-9=-1546/2957 WEBS 2-15=-8/306, 3-15=-1387/792, 3-13=-507/1157, 4-13=-792/477, 4-12=-1085/2027, 5-12=-1385/900, 9-11=-1717/3263, 6-11=-733/1685, 6-9=-1239/805, 1-15=-852/1633 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 7-11-14, Exterior(2R) 7-11-14 to 16-5-11, Interior(1) 16-5-11 to 17-0-2, Exterior(2R) 17-0-2 to 25-5-15, Interior(1) 25-5-15 to 38-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 882 lb uplift at joint 7 and 805 lb uplift at joint 16. 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 2819105 Truss A3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24620642 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-UGwknhI53htv?W6DK10qM8jLdNlvQX0ew3oPYez_7Kj Scale = 1:67.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 5x8 ST1.5x8 STP 5x6 5x8 5x8 7x10 4x6 2x4 5x6 4x4 5x8 7x10 3x6 4x6 4x4 3x6 5-11-14 5-11-14 12-6-0 6-6-2 18-6-0 6-0-0 19-0-2 0-6-2 22-4-0 3-3-14 29-0-0 6-8-0 32-0-0 3-0-0 33-4-8 1-4-8 33-8-0 0-3-8 34-8-6 1-0-6 34-10-6 0-2-0 37-0-0 2-1-10 5-11-14 5-11-14 12-6-0 6-6-2 19-0-2 6-6-2 22-4-0 3-3-14 29-0-0 6-8-0 32-0-0 3-0-0 33-4-8 1-4-8 33-8-0 0-3-8 34-10-6 1-2-6 37-0-0 2-1-10 38-0-0 1-0-0 5-5-127-11-110-5-123-8-92-11-07-11-115.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,0-2-8], [4:0-3-0,0-2-4], [6:0-4-0,0-3-0], [9:0-3-8,0-2-8], [11:0-5-8,0-3-8], [12:0-4-12,0-4-12], [16:0-3-10,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.81 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.65 0.35 0.41 (loc) 11 11-12 7 11-12 l/defl >999 >677 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 235 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-2: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-10: 2x4 SP No.3, 7-10: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-7 oc bracing. WEBS 1 Row at midpt 9-11, 1-16, 2-13 REACTIONS. (size)7=0-8-0, 16=Mechanical Max Horz 16=-355(LC 12) Max Uplift 7=-882(LC 12), 16=-805(LC 12) Max Grav 7=1782(LC 18), 16=1642(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1483/886, 2-3=-2680/1652, 3-4=-3859/2196, 4-5=-4054/2245, 5-6=-5136/2834, 6-7=-3372/1861, 1-16=-1592/993 BOT CHORD 15-16=-255/367, 13-15=-343/1352, 12-13=-1120/2746, 11-12=-2267/4711, 5-11=-306/703, 7-9=-1554/2953 WEBS 2-15=-983/677, 9-11=-1729/3259, 6-11=-679/1667, 6-9=-1242/812, 1-15=-836/1539, 4-12=-612/1234, 5-12=-1228/798, 2-13=-967/1797, 3-13=-1279/823, 3-12=-648/1430 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 5-11-14, Exterior(2R) 5-11-14 to 14-5-11, Interior(1) 14-5-11 to 19-0-2, Exterior(2R) 19-0-2 to 27-5-15, Interior(1) 27-5-15 to 38-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 882 lb uplift at joint 7 and 805 lb uplift at joint 16. 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 2819105 Truss A4 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T24620643 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-zST6_1Jjq??mcghPulX3uLGWPm5F9xLn9jYy54z_7Ki Scale = 1:67.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 5x12 ST1.5x8 STP 7x10 6x8 5x8 5x8 5x12 2x4 2x4 5x6 4x4 5x8 7x10 3x8 4x6 5x6 3-11-14 3-11-14 12-6-0 8-6-2 18-6-0 6-0-0 21-0-2 2-6-2 22-4-0 1-3-14 29-0-0 6-8-0 34-8-6 5-8-6 34-10-6 0-2-0 37-0-0 2-1-10 3-11-14 3-11-14 12-6-0 8-6-2 21-0-2 8-6-2 22-4-0 1-3-14 29-0-0 6-8-0 34-10-6 5-10-6 37-0-0 2-1-10 38-0-0 1-0-0 5-5-127-1-110-5-123-8-92-11-07-1-115.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-5], [3:0-5-0,0-4-8], [4:0-4-0,0-2-2], [6:0-4-0,0-3-0], [9:0-3-8,0-2-8], [11:0-2-4,0-4-8], [12:0-5-10,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.74 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.68 0.36 0.43 (loc) 11-12 11-12 7 11-12 l/defl >999 >645 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 246 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-2: 2x4 SP No.2, 4-6,6-8: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 5-10: 2x4 SP No.3, 7-10: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-10 oc bracing. WEBS 1 Row at midpt 9-11, 1-16, 2-13 REACTIONS. (size)7=0-8-0, 16=Mechanical Max Horz 16=-355(LC 12) Max Uplift 7=-882(LC 12), 16=-805(LC 12) Max Grav 7=1774(LC 18), 16=1642(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1063/617, 2-3=-3305/1893, 3-4=-4898/2594, 4-5=-4745/2728, 5-6=-4879/2639, 6-7=-3353/1852, 1-16=-1634/952 BOT CHORD 15-16=-210/391, 13-15=-161/1057, 12-13=-1461/3434, 11-12=-1886/4274, 5-11=-174/266, 7-9=-1546/2952 WEBS 2-15=-1185/794, 9-11=-1705/3225, 6-11=-497/1433, 6-9=-1167/769, 1-15=-796/1478, 2-13=-1385/2605, 3-13=-1504/972, 3-12=-748/1728, 4-11=-550/761, 4-12=-384/1113 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-11-14, Exterior(2R) 3-11-14 to 12-7-12, Interior(1) 12-7-12 to 21-0-2, Exterior(2R) 21-0-2 to 29-5-15, Interior(1) 29-5-15 to 38-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 882 lb uplift at joint 7 and 805 lb uplift at joint 16. 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 2819105 Truss A5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24620644 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-vrbtPiKzLcFTszqo?AaXzmLu5aljdtO4c1139yz_7Kg Scale = 1:67.6 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 2x4 ST1.5x8 STP 6x8 7x10 7x10 5x8 5x8 5x6 4x6 4x6 4x6 2x4 8x10 5x8 6x8 2x4 7x10 1-11-14 1-11-14 7-5-15 5-6-1 12-11-15 5-6-1 18-6-0 5-6-1 22-4-0 3-10-0 23-0-2 0-8-2 29-0-0 5-11-14 37-0-0 8-0-0 1-11-14 1-11-14 7-5-15 5-6-1 12-11-15 5-6-1 18-6-0 5-6-1 22-4-0 3-10-0 23-0-2 0-8-2 29-0-0 5-11-14 37-0-0 8-0-0 38-0-0 1-0-0 5-5-126-3-110-5-123-8-96-3-115.00 12 2.50 12 Plate Offsets (X,Y)-- [4:0-5-0,0-4-8], [6:0-6-12,0-2-12], [7:0-4-0,0-3-0], [8:0-2-4,0-0-15], [10:0-3-8,0-2-8], [13:0-5-12,0-5-0], [14:0-5-0,0-5-4], [18:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.87 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.93 0.48 0.58 (loc) 14 14 8 14 l/defl >999 >470 n/a >751 L/d 360 240 n/a 240 PLATES MT20 Weight: 261 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 6-7: 2x4 SP M 31, 7-9: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-14,10-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. WEBS 1 Row at midpt 2-17, 10-13, 2-18 REACTIONS. (size)8=0-8-0, 18=Mechanical Max Horz 18=-352(LC 12) Max Uplift 8=-877(LC 12), 18=-801(LC 12) Max Grav 8=1772(LC 18), 18=1648(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2244/1248, 3-4=-4245/2211, 4-5=-6953/3459, 5-6=-6954/3461, 6-7=-5331/2726, 7-8=-3421/1854 BOT CHORD 17-18=0/611, 15-17=-825/2301, 14-15=-1842/4408, 13-14=-2169/4910, 8-10=-1546/3024 WEBS 2-17=-1136/2210, 3-17=-1596/972, 3-15=-1160/2329, 4-15=-1497/850, 4-14=-1349/2842, 5-14=-311/323, 6-14=-1057/2346, 7-10=-1328/822, 6-13=-322/701, 10-13=-1739/3390, 7-13=-599/1794, 2-18=-1721/1008 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-11-14, Exterior(2R) 1-11-14 to 10-5-11, Interior(1) 10-5-11 to 23-0-2, Exterior(2R) 23-0-2 to 31-5-15, Interior(1) 31-5-15 to 38-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 877 lb uplift at joint 8 and 801 lb uplift at joint 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 2819105 Truss A6 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T24620645 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-rEjdqOMDtEVB5H_A7ac?2BQAzOYn5n3N4LWAErz_7Ke Scale = 1:62.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 5x8 5x12 3x6 5x6 4x12 8x10 8x10 5x6 3x4 4x6 3x4 8x10 3x4 3x6 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 HTU26 HTU26 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 6-4-12 6-4-12 12-5-12 6-1-0 18-6-12 6-1-0 24-9-8 6-2-12 30-6-12 5-9-4 36-7-8 6-0-12 6-4-12 6-4-12 12-5-12 6-1-0 18-6-12 6-1-0 24-9-8 6-2-12 30-6-12 5-9-4 36-7-8 6-0-12 5-3-55-6-130-7-105-6-135.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-7], [6:0-3-0,0-2-4], [10:0-5-0,0-6-0], [12:0-4-8,0-6-0], [13:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.44 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.58 0.09 0.25 (loc) 10-11 10-11 8 11 l/defl >999 >747 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 529 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 1-14: 2x6 SP No.2, 1-13,2-12,3-11,5-10: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=Mechanical, 8=Mechanical Max Horz 14=-322(LC 8) Max Uplift 14=-1923(LC 8), 8=-1661(LC 8) Max Grav 14=6834(LC 1), 8=6722(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-6062/1514, 1-2=-7146/1687, 2-3=-11446/1601, 3-5=-12103/1544, 5-6=-11413/1675, 6-7=-12296/1737, 7-8=-14135/3110 BOT CHORD 13-14=-128/349, 12-13=-1365/7146, 11-12=-1279/11446, 10-11=-1222/12103, 9-10=-2743/12813, 8-9=-2743/12813 WEBS 1-13=-2138/9168, 2-13=-4063/270, 2-12=0/5619, 3-12=-965/285, 3-11=0/859, 5-11=0/544, 5-10=-982/0, 6-10=-375/4296, 7-10=-1692/1540, 7-9=-921/1339 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 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 1923 lb uplift at joint 14 and 1661 lb uplift at joint 8. 10) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 14-0-0 oc max. starting at 1-2-4 from the left end to 31-2-4 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss) or equivalent spaced at 10-0-0 oc max. starting at 13-2-4 from the left end to 23-2-4 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 2819105 Truss A6 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T24620645 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:41 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-rEjdqOMDtEVB5H_A7ac?2BQAzOYn5n3N4LWAErz_7Ke NOTES- 12) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 33-2-4 from the left end to 35-2-4 to connect truss(es) to front face of bottom chord. 13) 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: 1-6=-70, 6-8=-70, 8-14=-20 Concentrated Loads (lb) Vert: 17=-502(F) 18=-502(F) 19=-502(F) 20=-502(F) 21=-502(F) 22=-502(F) 23=-2127(F) 24=-2127(F) 25=-502(F) 26=-502(F) 27=-502(F) 28=-502(F) 29=-502(F) 30=-509(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 2819105 Truss B1 Truss Type Scissor Qty 4 Ply 1 Job Reference (optional) T24620646 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-JQH?1kNreXd2jRZNgI7EbPzNMnnaqBcWI?FjmHz_7Kd Scale = 1:59.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 154x6 ST1.5x8 STP ST1.5x8 STP 4x6 6x8 3x6 7x10 2x4 3x4 6x8 3x4 3x4 3x4 8x12 3x6 3x6 3x8 3x8 9-4-12 9-4-12 18-6-0 9-1-4 24-5-0 5-11-0 30-4-0 5-11-0 32-6-8 2-2-8 6-4-5 6-4-5 12-5-3 6-0-13 18-6-0 6-0-13 24-5-0 5-11-0 30-4-0 5-11-0 32-6-8 2-2-8 0-5-128-2-41-0-11-4-02-4-95.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-1-11,0-2-8], [1:0-3-5,0-4-0], [4:0-3-0,Edge], [11:0-5-12,0-3-0], [13:0-4-0,0-3-8], [14:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.86 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.69 0.33 0.46 (loc) 13-14 13-14 10 13-14 l/defl >999 >556 n/a >828 L/d 360 240 n/a 240 PLATES MT20 Weight: 186 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-9: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 10-11: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-3-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. REACTIONS. (size)10=0-6-8, 1=0-8-0 Max Horz 1=-321(LC 10) Max Uplift 10=-692(LC 12), 1=-684(LC 12) Max Grav 10=1443(LC 1), 1=1443(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-5060/2972, 3-5=-4611/2690, 5-6=-3153/1929, 6-7=-3147/1960, 7-8=-3422/2066, 8-9=-2085/1313 BOT CHORD 1-14=-2804/4867, 13-14=-2428/4149, 12-13=-1796/3176, 11-12=-1169/1896 WEBS 3-14=-379/461, 5-14=-129/607, 5-13=-1288/929, 6-13=-1114/1980, 7-13=-501/388, 7-12=-252/275, 8-12=-701/1256, 8-11=-916/657, 9-10=-1422/895, 9-11=-1249/2009 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 6-1-2, Interior(1) 6-1-2 to 18-6-0, Exterior(2R) 18-6-0 to 24-5-0, Interior(1) 24-5-0 to 32-4-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 10 and 684 lb uplift at joint 1. 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 2819105 Truss B2 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T24620647 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-ncrNF4OUPrlvKb8ZE?eT8cWXSB51Ze9gXf?HIkz_7Kc Scale = 1:66.6 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 8x12 3x6 3x6 4x12 ST1.5x8 STP ST1.5x8 STP 5x6 WB 5x6 4x6 7x10 4x6 2x4 5x6 2x4 3x4 7x10 5x8 7x10 3x6 9-4-12 9-4-12 18-6-0 9-1-4 22-4-0 3-10-0 29-6-2 7-2-2 37-0-0 7-5-14 6-4-5 6-4-5 12-5-3 6-0-13 18-6-0 6-0-13 22-4-0 3-10-0 29-6-2 7-2-2 37-0-0 7-5-14 38-0-0 1-0-0 0-5-128-2-40-5-123-8-92-11-05.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-3-5,0-4-5], [1:0-2-7,0-3-0], [4:0-3-0,Edge], [8:0-3-0,Edge], [10:0-2-4,0-0-15], [12:0-3-8,0-2-8], [14:0-5-8,0-3-8], [16:0-5-0,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.97 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.93 0.52 0.60 (loc) 15-16 15-16 10 15-16 l/defl >999 >467 n/a >733 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 6-8,8-11: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-15,12-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-3-14 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 12-14 REACTIONS. (size)1=0-8-0, 10=0-8-0 Max Horz 1=-376(LC 10) Max Uplift 1=-777(LC 12), 10=-902(LC 12) Max Grav 1=1633(LC 1), 10=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-5764/3302, 3-5=-5418/2982, 5-6=-4067/2280, 6-7=-4031/2296, 7-9=-5122/2890, 9-10=-3410/1905 BOT CHORD 1-16=-2890/5536, 15-16=-2545/4926, 14-15=-2341/4693, 7-14=-262/629, 10-12=-1604/3022 WEBS 3-16=-315/426, 5-16=-98/552, 5-15=-1261/925, 6-15=-1466/2752, 7-15=-1238/861, 12-14=-1718/3222, 9-14=-721/1661, 9-12=-1129/759 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 6-1-2, Interior(1) 6-1-2 to 18-6-0, Exterior(2R) 18-6-0 to 24-6-0, Interior(1) 24-6-0 to 38-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 777 lb uplift at joint 1 and 902 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 2819105 Truss B3 Truss Type ROOF SPECIAL Qty 4 Ply 1 Job Reference (optional) T24620648 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Jul 8 15:40:39 2021 Page 1 Builders FirstSource, Fort Piece, FL 34945 ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-wpyyJSVvtRtkBQ8SqZJazC3?QleoX2o1Stctm6z_5b6 Scale = 1:68.1 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 1321 24 25 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 7x10 4x6 2x4 7x14 MT20HS 6x8 2x4 5x6 2x4 3x4 6x8 5x12 8x10 8x10 3x4 3x4 5x8 5x6 2x4 2x4 2x4 9-4-12 9-4-12 18-6-0 9-1-4 22-4-0 3-10-0 27-6-0 5-2-0 33-8-0 6-2-0 33-11-8 0-3-8 37-0-0 3-0-8 6-4-5 6-4-5 12-5-3 6-0-13 18-6-0 6-0-13 22-4-0 3-10-0 27-6-0 5-2-0 33-8-0 6-2-0 37-0-0 3-4-0 38-0-0 1-0-0 0-5-128-2-40-5-123-8-92-11-01-0-05.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-4-5,0-4-0], [4:0-3-0,Edge], [8:0-3-0,0-3-0], [10:0-2-0,0-2-10], [15:0-1-12,0-1-8], [19:0-4-0,0-3-8], [20:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-8 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.82 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.96 0.62 0.63 (loc) 18-19 19-20 11 18-19 l/defl >999 >452 n/a >690 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 221 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 7-21,14-15: 2x4 SP No.3, 10-17: 2x4 SP M 31 11-14,21-22: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 16-18: 2x4 SP No.2 SLIDER Left 2x4 SP No.3 -L 3-3-14 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-4-3 oc bracing. Except: 10-0-0 oc bracing: 16-17 WEBS 1 Row at midpt 9-16 REACTIONS. (size)11=0-8-0, 1=0-8-0 Max Horz 1=-305(LC 10) Max Uplift 11=-733(LC 12), 1=-631(LC 12) Max Grav 11=1409(LC 1), 1=1327(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4681/2670, 2-3=-4596/2678, 3-4=-4393/2405, 4-5=-4353/2420, 5-6=-3306/1853, 6-7=-3270/1864, 7-24=-3998/2316, 8-24=-4067/2302, 8-25=-3252/1872, 9-25=-3286/1858, 9-10=-6423/3478, 10-11=-2313/1283 BOT CHORD 1-20=-2343/4493, 19-20=-2070/3996, 18-19=-1869/3765, 7-18=-257/562, 15-16=-2897/5335, 10-15=-2126/4014, 11-13=-1045/1940 WEBS 3-20=-261/349, 5-20=-76/445, 5-19=-1019/746, 6-19=-1173/2217, 7-19=-945/658, 16-18=-1677/3203, 8-18=-259/770, 8-16=-828/522, 10-13=-1818/996, 13-15=-1261/2375, 9-16=-2384/1362, 9-15=-606/1402 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 6-1-2, Interior(1) 6-1-2 to 18-6-0, Exterior(2R) 18-6-0 to 24-6-0, Interior(1) 24-6-0 to 38-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733 lb uplift at joint 11 and 631 lb uplift at joint 1.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 2819105 Truss B4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24620649 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-gO4u5RR_T4GLpCSKTrjPISgDGoSsVSCGSHzURVz_7KY Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 1015 14 13 12 11 16 17 5x6 WB ST1.5x8 STP 5x6 4x6 4x6 2x4 4x6 7x10 2x4 3x4 7x10 5x8 7x10 3x6 8x12 3x6 3x6 4x12 9-4-12 9-4-12 18-6-0 9-1-4 22-4-0 3-10-0 29-6-2 7-2-2 37-0-0 7-5-14 6-4-5 6-4-5 12-5-3 6-0-13 18-6-0 6-0-13 22-4-0 3-10-0 29-6-2 7-2-2 37-0-0 7-5-14 0-5-128-2-40-5-123-8-92-11-05.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-2-7,0-3-0], [1:0-3-5,0-4-5], [4:0-3-0,Edge], [8:0-3-0,Edge], [10:0-1-1,0-1-8], [11:0-3-8,0-2-8], [13:0-5-8,0-3-8], [15:0-5-0,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.98 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.96 0.53 0.62 (loc) 14-15 14-15 10 14-15 l/defl >999 >457 n/a >706 L/d 360 240 n/a 240 PLATES MT20 Weight: 220 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 6-8,8-10: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-14,11-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-3-14 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 11-13 REACTIONS. (size)10=Mechanical, 1=0-8-0 Max Horz 1=-365(LC 10) Max Uplift 10=-785(LC 12), 1=-785(LC 12) Max Grav 10=1647(LC 1), 1=1647(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-5823/3348, 3-5=-5483/3076, 5-6=-4135/2349, 6-7=-4099/2399, 7-9=-5230/2972, 9-10=-3541/2037 BOT CHORD 1-15=-2998/5562, 14-15=-2679/4955, 13-14=-2437/4794, 7-13=-308/671, 10-11=-1733/3160 WEBS 3-15=-308/419, 5-15=-96/552, 5-14=-1258/921, 6-14=-1509/2803, 7-14=-1280/887, 11-13=-1858/3372, 9-13=-716/1624, 9-11=-1172/794 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 6-1-2, Interior(1) 6-1-2 to 18-6-0, Exterior(2R) 18-6-0 to 24-6-0, Interior(1) 24-6-0 to 36-11-4 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 10 and 785 lb uplift at joint 1. 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 2819105 Truss C1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24620650 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-4ym1jTTtm?ewgfAv8zG6w5Imz0TYizti8FB82qz_7KV Scale = 1:65.9 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 3x6 ST1.5x8 STP 5x6 5x6 3x6 5x6 5x6 WB3x4 2x4 3x4 3x4 3x4 3x4 3x4 2x4 5x6 5x6 WB 8-7-14 8-7-14 17-0-0 8-4-2 20-0-0 3-0-0 28-4-2 8-4-2 37-0-0 8-7-14 5-10-7 5-10-7 11-5-4 5-6-12 17-0-0 5-6-12 20-0-0 3-0-0 25-6-12 5-6-12 31-1-9 5-6-12 37-0-0 5-10-7 0-5-127-6-120-5-127-6-125.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [6:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.98 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.67 0.16 -0.32 (loc) 11-13 11-13 10 14-16 l/defl >999 >658 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 186 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 7-13 REACTIONS. (size)1=0-8-0, 10=Mechanical Max Horz 1=338(LC 11) Max Uplift 1=-785(LC 12), 10=-785(LC 12) Max Grav 1=1909(LC 17), 10=1913(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3823/1967, 2-4=-3577/1850, 4-5=-2538/1509, 5-6=-2286/1459, 6-7=-2533/1508, 7-9=-3669/1892, 9-10=-3956/2027 BOT CHORD 1-16=-1680/3648, 14-16=-1400/3115, 13-14=-948/2395, 11-13=-1409/2907, 10-11=-1741/3544 WEBS 2-16=-292/345, 4-16=-163/640, 4-14=-971/606, 5-14=-323/711, 6-13=-328/722, 7-13=-1024/631, 7-11=-200/719, 9-11=-380/389 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 17-0-0, Exterior(2E) 17-0-0 to 20-0-0, Exterior(2R) 20-0-0 to 28-5-13, Interior(1) 28-5-13 to 36-11-4 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 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 1 and 785 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 2819105 Truss C2 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T24620651 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-zk?XZrWNpD8L9HUgNpL24xTOgdrbee0H3s9MBbz_7KR Scale = 1:67.4 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 4x6 ST1.5x8 STP 5x8 5x6 5x8 5x6 5x8 7x10 2x4 2x4 4x6 4x12 3x8 2x4 5x6 5x6 5x6 2x4 4x6 3x4 3x4 4x6 3-4-0 3-4-0 5-0-0 1-8-0 8-0-0 3-0-0 11-3-0 3-3-0 15-0-0 3-9-0 22-0-0 7-0-0 29-4-2 7-4-2 37-0-0 7-7-14 -1-0-0 1-0-0 3-4-0 3-4-0 5-0-0 1-8-0 8-0-0 3-0-0 11-3-0 3-3-0 15-0-0 3-9-0 22-0-0 7-0-0 29-4-2 7-4-2 37-0-0 7-7-14 0-5-126-8-120-5-121-0-06-8-125.00 12 Plate Offsets (X,Y)-- [3:0-9-0,0-3-6], [6:0-3-0,Edge], [9:0-5-4,0-2-4], [10:0-3-0,0-2-4], [11:0-4-0,0-3-0], [16:0-3-8,0-2-0], [18:0-4-4,0-3-0], [20:0-3-0,0-3-0], [20:0-0-8,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.97 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.68 0.34 0.44 (loc) 15-16 15-16 12 8 l/defl >999 >643 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 208 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-18: 2x4 SP M 31, 8-17: 2x4 SP No.3, 12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-20: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 9-15, 11-15 REACTIONS. (size)2=0-8-0, 12=Mechanical Max Horz 2=308(LC 11) Max Uplift 2=-911(LC 12), 12=-783(LC 12) Max Grav 2=2021(LC 17), 12=1912(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3389/1724, 3-4=-8292/4001, 4-5=-8045/3919, 5-7=-5089/2649, 7-8=-4032/2215, 8-9=-4018/2312, 9-10=-2582/1610, 10-11=-2852/1638, 11-12=-3938/2037 BOT CHORD 2-21=-1418/3036, 20-21=-910/2013, 3-20=-3123/6766, 19-20=-3042/6425, 18-19=-2268/4839, 8-18=-246/254, 15-16=-1156/2667, 13-15=-1749/3492, 12-13=-1747/3501 WEBS 16-18=-1093/2552, 9-18=-1043/2031, 9-16=-453/340, 9-15=-229/269, 10-15=-208/662, 11-15=-1147/670, 11-13=0/333, 4-20=-225/546, 5-19=-1687/824, 7-19=-312/883, 7-18=-1252/635, 5-20=-725/1808, 3-21=-2686/1263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-9-8, Interior(1) 4-9-8 to 15-0-0, Exterior(2E) 15-0-0 to 22-0-0, Exterior(2R) 22-0-0 to 30-5-13, Interior(1) 30-5-13 to 36-11-4 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 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 911 lb uplift at joint 2 and 783 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 2819105 Truss C3 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T24620652 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-v67I_WYeLrO3Oae3VENW9MYlXRZS6ayaWAfTGTz_7KP Scale = 1:67.4 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 4x6 ST1.5x8 STP 5x8 5x6 5x6 5x6 5x8 2x4 2x4 5x6 WB5x12 7x10 3x8 3x4 2x4 5x6 5x6 2x4 4x6 3x4 3x4 3x4 4x6 3-4-0 3-4-0 5-0-0 1-8-0 8-0-0 3-0-0 11-3-0 3-3-0 13-0-0 1-9-0 15-0-0 2-0-0 22-0-0 7-0-0 24-0-0 2-0-0 29-4-2 5-4-2 37-0-0 7-7-14 -1-0-0 1-0-0 3-4-0 3-4-0 5-0-0 1-8-0 8-0-0 3-0-0 11-3-0 3-3-0 13-0-0 1-9-0 18-3-8 5-3-8 24-0-0 5-8-8 29-4-2 5-4-2 37-0-0 7-7-14 0-5-125-10-120-5-121-0-05-10-125.00 12 Plate Offsets (X,Y)-- [3:0-9-0,0-3-6], [6:0-3-0,Edge], [9:0-4-0,0-1-13], [11:0-3-0,0-2-4], [19:0-3-8,Edge], [21:0-3-0,0-3-0], [21:0-0-8,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.88 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.99 0.34 0.44 (loc) 16-17 16-17 13 19 l/defl >880 >444 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 207 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-6: 2x4 SP No.1, 11-13: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-19,15-18: 2x4 SP M 31, 8-18: 2x4 SP No.3, 13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 17-19: 2x4 SP No.2, 4-21: 2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. REACTIONS. (size)13=Mechanical, 2=0-8-0 Max Horz 2=270(LC 11) Max Uplift 13=-783(LC 12), 2=-911(LC 12) Max Grav 13=1914(LC 18), 2=2019(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3386/1744, 3-4=-8246/4045, 4-5=-8002/3960, 5-7=-5073/2666, 7-8=-4015/2210, 8-9=-3952/2257, 9-10=-2833/1669, 10-11=-2848/1680, 11-12=-3123/1744, 12-13=-3906/2049 BOT CHORD 2-22=-1432/3005, 21-22=-920/1993, 3-21=-3156/6705, 20-21=-3081/6363, 19-20=-2277/4797, 16-17=-1465/3024, 14-16=-1752/3469, 13-14=-1752/3469 WEBS 17-19=-1313/3198, 9-19=-1310/2408, 9-17=-995/570, 11-16=-388/863, 12-16=-877/580, 4-21=-233/537, 3-22=-2658/1276, 10-17=-438/335, 10-16=-414/291, 7-20=-324/872, 7-19=-1262/671, 5-20=-1667/856, 5-21=-725/1795 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-9-8, Interior(1) 4-9-8 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 24-0-0, Exterior(2R) 24-0-0 to 32-5-13, Interior(1) 32-5-13 to 36-11-4 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 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 783 lb uplift at joint 13 and 911 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 2819105 Truss C4 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T24620653 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-rVF2OCZutSendunScfQ_Fnd7HECFaT4t_U8aKMz_7KN Scale = 1:66.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 5x6 ST1.5x8 STP 5x8 4x6 5x6 5x6 7x10 6x8 7x10 2x4 2x4 4x6 2x4 5x8 3x4 3x4 2x4 4x6 3x4 5x8 3-4-0 3-4-0 6-0-0 2-8-0 11-0-0 5-0-0 11-3-0 0-3-0 12-3-0 1-0-0 15-0-0 2-9-0 18-3-8 3-3-8 22-0-0 3-8-8 26-0-0 4-0-0 29-4-2 3-4-2 37-0-0 7-7-14 -1-0-0 1-0-0 3-4-0 3-4-0 6-0-0 2-8-0 11-0-0 5-0-0 11-3-0 0-3-0 18-3-8 7-0-8 26-0-0 7-8-8 29-4-2 3-4-2 37-0-0 7-7-14 0-5-125-0-120-5-121-0-05-0-125.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-2-6], [6:0-3-0,0-2-0], [9:0-5-12,0-2-8], [11:0-0-0,0-1-8], [15:0-3-0,0-2-4], [17:0-4-8,Edge], [19:0-7-1,0-3-7], [19:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.99 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.73 0.35 0.48 (loc) 17-18 17-18 11 17-18 l/defl >999 >602 n/a >907 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 1-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 3-17: 2x4 SP M 31, 7-16: 2x4 SP No.3, 11-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-19: 2x6 SP No.2, 15-17: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 15-17 REACTIONS. (size)11=Mechanical, 2=0-8-0 Max Horz 2=231(LC 11) Max Uplift 11=-783(LC 12), 2=-907(LC 12) Max Grav 11=1645(LC 1), 2=1746(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2857/1703, 3-4=-7622/4522, 4-5=-5134/3044, 5-6=-5226/3230, 6-7=-3535/2199, 7-8=-3507/2188, 8-9=-3242/2095, 9-10=-2961/1867, 10-11=-3441/2016 BOT CHORD 2-20=-1382/2415, 19-20=-994/1773, 3-19=-3884/6765, 18-19=-3605/6284, 17-18=-1751/3296, 13-15=-1403/2688, 12-13=-1713/3055, 11-12=-1713/3055 WEBS 5-18=-465/433, 9-13=-261/532, 10-13=-635/475, 4-19=-947/1678, 4-18=-1565/934, 3-20=-2684/1548, 6-18=-1193/1962, 6-17=-396/791, 8-15=-749/575, 9-15=-407/773, 15-17=-1673/3113, 8-17=-127/429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 26-0-0, Exterior(2R) 26-0-0 to 34-5-13, Interior(1) 34-5-13 to 36-11-4 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 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 783 lb uplift at joint 11 and 907 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 2819105 Truss C5 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24620654 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:41:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-JhpQcYaWemmeF2MeAMxDn_AHEeaVJte1D8t7toz_7KM Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 5x8 ST1.5x8 STP 3x6 5x8 3x6 5x6 5x8 7x10 2x4 3x4 5x6 6x8 3x4 3x4 3x6 5x8 5x6 4x6 2x4 4x6 3x4 3x6 3-4-0 3-4-0 5-0-0 1-8-0 9-0-0 4-0-0 11-3-0 2-3-0 17-9-2 6-6-2 24-1-8 6-4-6 30-5-14 6-4-6 37-0-0 6-6-2 -1-0-0 1-0-0 3-4-0 3-4-0 5-0-0 1-8-0 9-0-0 4-0-0 11-3-0 2-3-0 17-9-2 6-6-2 24-1-8 6-4-6 30-5-14 6-4-6 37-0-0 6-6-2 0-5-124-2-121-0-05.00 12 Plate Offsets (X,Y)-- [3:0-8-8,0-3-2], [5:0-1-12,0-1-8], [6:0-5-12,0-2-8], [14:0-3-8,0-2-8], [15:0-3-0,0-3-0], [16:0-1-8,0-3-0], [18:0-4-4,Edge], [20:0-0-8,0-5-8], [20:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.86 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.81 0.31 0.57 (loc) 18 16-17 13 7 l/defl >999 >544 n/a >767 L/d 360 240 n/a 240 PLATES MT20 Weight: 214 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 3-18: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 16-18: 2x4 SP No.2, 4-20: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-14 oc bracing. WEBS 1 Row at midpt 16-18, 12-14 REACTIONS. (size)13=Mechanical, 2=0-8-0 Max Horz 2=273(LC 12) Max Uplift 13=-795(LC 12), 2=-896(LC 12) Max Grav 13=1641(LC 1), 2=1736(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2903/1628, 3-4=-6883/4089, 4-5=-6651/3980, 5-6=-4091/2378, 6-7=-4264/2572, 7-8=-4235/2566, 8-9=-3865/2228, 9-11=-3518/1954, 11-12=-2272/1249, 12-13=-1580/951 BOT CHORD 2-21=-1625/2411, 20-21=-1047/1592, 3-20=-3414/5487, 19-20=-3358/5291, 18-19=-2261/3757, 7-18=-311/322, 16-17=-194/401, 15-16=-1954/3518, 14-15=-1249/2272 WEBS 16-18=-2059/3507, 8-18=-372/449, 8-16=-639/568, 9-16=-322/410, 9-15=-645/503, 11-15=-845/1465, 11-14=-1253/834, 12-14=-1442/2632, 4-20=-296/493, 3-21=-2144/1450, 6-19=-392/739, 6-18=-492/801, 5-19=-1702/1221, 5-20=-784/1342 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-9-2, Interior(1) 4-9-2 to 9-0-0, Exterior(2R) 9-0-0 to 17-9-2, Interior(1) 17-9-2 to 36-10-4 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) 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 795 lb uplift at joint 13 and 896 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 2819105 Truss C6 Truss Type Half Hip Girder Qty 1 Ply 3 Job Reference (optional) T24620655 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-CT2xSwd1i_H3kfgPPC?9yqLx3Fw5FjZc7mrL0Zz_7KI Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 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 5x8 ST1.5x8 STP 3x6 5x8 3x8 4x6 10x12 7x10 2x4 4x4 5x8 3x4 6x8 3x4 3x4 4x4 3x6 5x8 4x6 2x4 3x4 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 HTU26 3-4-0 3-4-0 4-8-0 1-4-0 7-0-0 2-4-0 11-3-0 4-3-0 17-9-2 6-6-2 24-1-8 6-4-6 30-5-14 6-4-6 37-0-0 6-6-2 -1-0-0 1-0-0 3-4-0 3-4-0 4-8-0 1-4-0 7-0-0 2-4-0 11-3-0 4-3-0 17-9-2 6-6-2 24-1-8 6-4-6 30-5-14 6-4-6 37-0-0 6-6-2 0-5-123-4-121-0-05.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-2-8], [14:0-3-8,0-2-8], [17:0-2-8,0-3-0], [19:0-4-8,Edge], [22:0-2-12,0-2-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.94 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.67 -0.87 0.27 (loc) 19 19 13 l/defl >652 >506 n/a L/d 240 240 n/a PLATES MT20 Weight: 665 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-19: 2x4 SP M 31, 15-18,13-15: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 17-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=Mechanical, 2=0-8-0 Max Horz 2=221(LC 8) Max Uplift 13=-1898(LC 8), 2=-1984(LC 8) Max Grav 13=3613(LC 25), 2=3578(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6376/3385, 3-4=-14259/7801, 4-5=-13643/7492, 5-6=-10893/5994, 6-7=-13646/7373, 7-8=-13280/7200, 8-10=-11180/5859, 10-11=-10111/5248, 11-12=-6515/3373, 12-13=-3269/1759 BOT CHORD 2-23=-2985/5378, 22-23=-2031/3705, 3-22=-6596/11864, 21-22=-7149/12882, 20-21=-7149/12882, 19-20=-5634/10171, 18-19=-16/293, 7-19=-683/581, 17-18=-895/1775, 16-17=-5248/10111, 14-16=-3373/6515 WEBS 6-20=-1201/2170, 6-19=-1927/3893, 17-19=-5015/9502, 8-19=-1413/2211, 8-17=-1653/1230, 10-17=-686/1183, 10-16=-1383/1019, 11-16=-2076/3981, 11-14=-2617/1655, 12-14=-3658/7088, 3-23=-5659/3157, 4-22=-820/1537, 5-21=-803/1488, 5-20=-3139/1754 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. Bottom chords connected as follows: 2x4 - 1 row at 0-5-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 1898 lb uplift at joint 13 and 1984 lb uplift at joint 2. 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 2819105 Truss C6 Truss Type Half Hip Girder Qty 1 Ply 3 Job Reference (optional) T24620655 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:03 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-CT2xSwd1i_H3kfgPPC?9yqLx3Fw5FjZc7mrL0Zz_7KI NOTES- 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 35-0-12 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 341 lb down and 297 lb up at 7-0-0 on top chord, and 632 lb down and 479 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: 1-6=-70, 6-12=-70, 2-23=-20, 19-22=-20, 13-18=-20 Concentrated Loads (lb) Vert: 6=-106(B) 9=-136(B) 15=-61(B) 20=-628(B) 24=-106(B) 25=-106(B) 26=-136(B) 27=-136(B) 28=-136(B) 29=-136(B) 30=-136(B) 31=-136(B) 32=-136(B) 33=-136(B) 34=-136(B) 35=-144(B) 37=-99(B) 38=-99(B) 39=-61(B) 40=-61(B) 41=-61(B) 42=-61(B) 43=-61(B) 44=-61(B) 45=-61(B) 46=-61(B) 47=-61(B) 48=-63(B) 49=-310(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 2819105 Truss CJ1 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T24620656 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-CT2xSwd1i_H3kfgPPC?9yqL84F8jFwHc7mrL0Zz_7KI Scale = 1:7.3 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 0-5-120-10-120-6-50-10-125.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.16 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=0-8-0, 4=Mechanical Max Horz 2=62(LC 12) Max Uplift 3=-16(LC 1), 2=-167(LC 12) Max Grav 3=27(LC 12), 2=168(LC 1), 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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 16 lb uplift at joint 3 and 167 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 2819105 Truss D1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24620657 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-8rAisbfHEcXnzzqoXd2d1FQNb3hzjfOvb4KR4Sz_7KG Scale = 1:76.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x6 3x6 3x4 2x4 3x4 3x4 3x4 6x8 5x6 3x4 3x8 3x4 2x4 3x6 5-7-14 5-7-14 11-0-0 5-4-2 16-6-14 5-6-14 22-0-0 5-5-2 31-4-0 9-4-0 36-8-2 5-4-2 42-4-0 5-7-14 -1-0-0 1-0-0 5-7-14 5-7-14 11-0-0 5-4-2 16-6-14 5-6-14 22-0-0 5-5-2 26-7-2 4-7-2 31-4-0 4-8-14 36-8-2 5-4-2 42-4-0 5-7-14 0-5-125-0-120-5-125-0-125.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [6:0-3-0,0-3-0], [8:0-3-0,0-2-4], [10:Edge,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.60 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.30 0.04 0.05 (loc) 12-14 12-14 10 10-11 l/defl >999 >808 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 220 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 4-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14 REACTIONS. (size)10=0-8-0, 2=0-8-0, 14=0-8-0 Max Horz 2=231(LC 11) Max Uplift 10=-300(LC 12), 2=-470(LC 12), 14=-1138(LC 12) Max Grav 10=707(LC 18), 2=876(LC 17), 14=2386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1362/745, 3-4=-773/471, 5-6=-481/1059, 6-7=-481/1059, 7-8=-478/366, 8-9=-573/340, 9-10=-1215/653 BOT CHORD 2-18=-594/1312, 17-18=-594/1312, 15-17=-142/710, 12-14=-257/287, 11-12=-501/1025, 10-11=-501/1025 WEBS 3-17=-676/503, 4-17=-153/419, 4-15=-752/441, 5-15=-240/573, 5-14=-1458/903, 6-14=-347/290, 7-14=-1259/841, 7-12=-422/797, 9-12=-695/541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 31-4-0, Exterior(2R) 31-4-0 to 39-9-13, Interior(1) 39-9-13 to 42-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 lb uplift at joint 10, 470 lb uplift at joint 2 and 1138 lb uplift at joint 14. 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 2819105 Truss D2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24620658 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-c1k44xfv_vfeb7P_4LZsZTzW2T?YS8c3qk4?cuz_7KF Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x6 3x4 2x4 3x4 3x4 5x6 6x8 3x4 3x4 3x4 2x4 3x6 4x6 9-0-0 9-0-0 15-6-0 6-6-0 22-0-0 6-6-0 27-8-0 5-8-0 33-4-0 5-8-0 42-4-0 9-0-0 -1-0-0 1-0-0 4-7-14 4-7-14 9-0-0 4-4-2 15-6-0 6-6-0 22-0-0 6-6-0 27-8-0 5-8-0 33-4-0 5-8-0 37-8-2 4-4-2 42-4-0 4-7-14 43-4-0 1-0-0 0-5-124-2-120-5-124-2-125.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [6:0-3-0,0-3-0], [8:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.70 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.31 0.05 0.06 (loc) 2-18 2-18 10 16-18 l/defl >999 >848 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 214 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 4-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing. WEBS 1 Row at midpt 5-15, 7-15 REACTIONS. (size)2=0-8-0, 15=0-8-0, 10=0-8-0 Max Horz 2=-195(LC 10) Max Uplift 2=-489(LC 12), 15=-1093(LC 12), 10=-445(LC 12) Max Grav 2=904(LC 17), 15=2288(LC 1), 10=834(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1387/845, 3-4=-1059/625, 4-5=-495/404, 5-6=-487/1027, 6-7=-487/1027, 7-8=-254/270, 8-9=-845/497, 9-10=-1226/733 BOT CHORD 2-18=-658/1339, 16-18=-310/986, 15-16=-83/495, 13-15=-56/254, 12-13=-191/726, 10-12=-557/1055 WEBS 3-18=-399/406, 4-18=-86/395, 4-16=-579/328, 5-16=-106/466, 5-15=-1702/1042, 6-15=-421/334, 7-15=-1476/914, 7-13=-154/468, 8-13=-610/360, 8-12=-94/396, 9-12=-422/422 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 33-4-0, Exterior(2R) 33-4-0 to 42-0-0, Interior(1) 42-0-0 to 43-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 489 lb uplift at joint 2, 1093 lb uplift at joint 15 and 445 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 2819105 Truss D3 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24620659 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-YQrqVdh9WXvMqQYNClbKfu2n6Gdnw_hLH2Z5hnz_7KD Scale = 1:77.0 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 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 6x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 7x10 6x8 4x6 3x6 3x6 3x4 3x6 8x12 7x10 3x4 2x4 3x6 4x6 Special NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED Special 7-0-0 7-0-0 14-4-3 7-4-3 22-0-0 7-7-13 28-9-13 6-9-13 35-4-0 6-6-3 42-4-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-4-3 7-4-3 22-0-0 7-7-13 28-9-13 6-9-13 35-4-0 6-6-3 42-4-0 7-0-0 43-4-0 1-0-0 0-5-123-4-120-5-123-4-125.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-8], [3:0-4-0,0-2-2], [4:0-5-0,0-5-4], [6:0-5-0,0-4-8], [7:0-4-0,0-2-2], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.98 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.34 0.12 0.17 (loc) 15-16 15-16 8 15-16 l/defl >999 >760 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 223 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4,6-7: 2x6 SP No.2, 4-6: 2x6 SP M 26 BOT CHORD 2x4 SP No.1 *Except* 8-12: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-15,4-13: 2x4 SP M 31, 5-13: 2x8 SP 2400F 2.0E 6-13,7-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-2-15 oc bracing. WEBS 1 Row at midpt 4-13, 7-11 2 Rows at 1/3 pts 6-13 REACTIONS. (size)2=0-8-0, 13=0-8-0, 8=0-8-0 Max Horz 2=-155(LC 6) Max Uplift 2=-943(LC 8), 13=-2813(LC 8), 8=-830(LC 8) Max Grav 2=1586(LC 29), 13=5366(LC 29), 8=1380(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2987/1656, 3-4=-1666/965, 4-5=-1573/3118, 5-6=-1573/3118, 6-7=-976/591, 7-8=-2483/1384 BOT CHORD 2-16=-1369/2725, 15-16=-1356/2687, 13-15=-780/1682, 11-13=-448/884, 10-11=-1107/2114, 8-10=-1121/2151 WEBS 3-16=-284/805, 3-15=-1047/663, 4-15=-75/927, 4-13=-5113/2730, 5-13=-1220/974, 6-13=-4354/2363, 6-11=-190/943, 7-11=-1325/810, 7-10=-292/777 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 943 lb uplift at joint 2, 2813 lb uplift at joint 13 and 830 lb uplift at joint 8. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 394 lb down and 379 lb up at 7-0-0, 232 lb down and 213 lb up at 21-0-12, and 232 lb down and 213 lb up at 21-3-4, and 394 lb down and 379 lb up at 35-4-0 on top chord, and 532 lb down and 387 lb up at 7-0-0, 85 lb down at 21-0-12, and 85 lb down at 21-3-4, and 532 lb down and 387 lb up at 35-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 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 2819105 Truss D3 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24620659 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:08 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-YQrqVdh9WXvMqQYNClbKfu2n6Gdnw_hLH2Z5hnz_7KD LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 7-9=-70, 2-8=-20 Concentrated Loads (lb) Vert: 3=-177(B) 7=-177(B) 16=-527(B) 10=-527(B) 18=-136(B) 19=-136(B) 20=-136(B) 21=-136(B) 22=-136(B) 23=-136(B) 24=-272(B) 25=-136(B) 26=-136(B) 27=-136(B) 28=-136(B) 29=-136(B) 30=-136(B) 32=-61(B) 33=-61(B) 34=-61(B) 35=-61(B) 36=-61(B) 37=-61(B) 38=-122(B) 39=-61(B) 40=-61(B) 41=-61(B) 42=-61(B) 43=-61(B) 44=-61(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 2819105 Truss E1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T24620660 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-VpzbwJjQ28944kilJAdokJ79f4OFOtdekM2Clfz_7KB Scale = 1:39.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10161718 19 20 5x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 5x12 4x12 8x10 WB5x8 7x10 5x6 10x12 4x6 8x10 3x6 3x8 HGUS28-3 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 4-1-0 4-1-0 8-6-0 4-5-0 11-4-0 2-10-0 14-2-0 2-10-0 17-9-9 3-7-9 21-4-0 3-6-7 -1-0-0 1-0-0 4-1-0 4-1-0 5-5-0 1-4-0 8-6-0 3-1-0 11-4-0 2-10-0 14-2-0 2-10-0 17-9-9 3-7-9 21-4-0 3-6-7 0-5-122-2-34-7-120-5-122-2-35.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-8], [4:0-4-4,0-3-4], [9:0-0-12,Edge], [10:0-5-12,0-1-8], [11:0-3-8,0-6-0], [13:0-6-0,0-6-4], [14:0-3-12,0-5-8], [15:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.59 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.43 0.08 (loc) 13-14 13-14 9 l/defl >790 >571 n/a L/d 240 240 n/a PLATES MT20 Weight: 288 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,6-9: 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 6-13: 2x4 SP No.1 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-11 oc bracing. REACTIONS. (size)9=0-8-0, 2=0-8-0 Max Horz 2=209(LC 7) Max Uplift 9=-4619(LC 8), 2=-2961(LC 8) Max Grav 9=9362(LC 1), 2=5749(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12155/6062, 3-4=-11396/5750, 4-5=-15155/7668, 5-6=-12087/6130, 6-7=-12092/6132, 7-8=-14785/7382, 8-9=-16847/8327 BOT CHORD 2-15=-5441/10989, 14-15=-7493/15028, 13-14=-6933/13971, 11-13=-6670/13618, 10-11=-7495/15233, 9-10=-7495/15233 WEBS 3-15=-2379/4837, 4-15=-6409/3267, 4-14=-1211/641, 5-14=-2023/3982, 5-13=-4114/2184, 6-13=-4530/8992, 7-13=-3773/1801, 7-11=-1626/3647, 8-11=-1954/892, 8-10=-934/2059 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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 4619 lb uplift at joint 9 and 2961 lb uplift at joint 2. 10) Use Simpson Strong-Tie HGUS28-3 (36-10d Girder, 12-10d Truss) or equivalent at 8-6-4 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 2819105 Truss E1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T24620660 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:10 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-VpzbwJjQ28944kilJAdokJ79f4OFOtdekM2Clfz_7KB NOTES- 11) 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 10-4-12 from the left end to 20-4-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 6-9=-70, 2-9=-20 Concentrated Loads (lb) Vert: 14=-3403(F) 11=-1625(F) 16=-1621(F) 17=-1625(F) 18=-1625(F) 19=-1627(F) 20=-1628(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 2819105 Truss E2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24620661 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-z?Xz7fj2pSHxhuHxtu91GWgPaUjq7MUoz0nmI6z_7KA Scale = 1:39.3 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 4x6 5x6 3x6 3x8 2x4 3x4 2x4 2x4 5x6 6-2-8 6-2-8 7-6-8 1-4-0 15-3-6 7-8-14 21-4-0 6-0-10 -1-0-0 1-0-0 4-3-2 4-3-2 6-2-8 1-11-6 7-6-8 1-4-0 11-4-0 3-9-8 16-2-2 4-10-2 21-4-0 5-1-14 22-4-0 1-0-0 0-5-123-0-134-7-120-5-123-0-135.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.70 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.39 0.04 0.16 (loc) 10-12 10-12 8 10-12 l/defl >999 >632 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-12: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-214(LC 10) Max Uplift 2=-563(LC 12), 8=-563(LC 12) Max Grav 2=1027(LC 1), 8=1027(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1716/1239, 3-4=-1599/1190, 4-5=-1491/1156, 5-6=-1665/1346, 6-7=-1627/1258, 7-8=-1766/1229 BOT CHORD 2-12=-1020/1549, 10-12=-605/1094, 8-10=-997/1528 WEBS 12-13=-201/385, 6-13=-507/722, 6-10=-377/609, 7-10=-299/377, 5-13=-475/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 6-2-8, Exterior(2E) 6-2-8 to 7-6-8, Interior(1) 7-6-8 to 11-4-0, Exterior(2R) 11-4-0 to 17-4-0, Interior(1) 17-4-0 to 22-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 563 lb uplift at joint 2 and 563 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 2819105 Truss E3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24620662 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-vOfjYKlIL3XfxCRK?JBVLxlmKHPhbEb4RKGsM_z_7K8 Scale = 1:39.3 1 2 3 4 5 6 7 8 9 12 11 10 1314 15 16 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 4x6 5x6 3x6 3x8 2x4 3x4 2x4 2x4 5x6 8-2-8 8-2-8 9-6-8 1-4-0 15-3-6 5-8-14 21-4-0 6-0-10 -1-0-0 1-0-0 4-3-2 4-3-2 8-2-8 3-11-6 9-6-8 1-4-0 11-4-0 1-9-8 16-2-2 4-10-2 21-4-0 5-1-14 22-4-0 1-0-0 0-5-123-10-134-7-120-5-123-10-135.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.67 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.23 0.05 0.10 (loc) 2-12 2-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 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 4-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-7 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=214(LC 11) Max Uplift 2=-563(LC 12), 8=-563(LC 12) Max Grav 2=1027(LC 1), 8=1027(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1699/1290, 3-4=-1449/1059, 4-5=-1293/1049, 5-6=-1388/1142, 6-7=-1609/1269, 7-8=-1747/1240 BOT CHORD 2-12=-1067/1566, 10-12=-591/1101, 8-10=-1007/1514 WEBS 3-12=-294/369, 12-13=-136/282, 6-13=-352/540, 6-10=-401/564, 7-10=-307/381, 5-13=-307/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 8-2-8, Exterior(2E) 8-2-8 to 9-6-8, Interior(1) 9-6-8 to 11-4-0, Exterior(2R) 11-4-0 to 17-4-0, Interior(1) 17-4-0 to 22-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 563 lb uplift at joint 2 and 563 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 2819105 Truss E4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24620663 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-NaD5lgmw6NfWYL0WY0iku9IwNhkfKq9Efz0QuRz_7K7 Scale = 1:38.7 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 3x4 5x6 3x4 2x4 2x4 5x6 6-0-10 6-0-10 10-2-8 4-1-14 11-1-8 0-11-0 15-3-6 4-1-14 21-4-0 6-0-10 -1-0-0 1-0-0 4-3-2 4-3-2 6-0-10 1-9-8 10-2-8 4-1-14 11-1-8 0-11-0 11-4-0 0-2-8 15-3-6 3-11-6 16-2-2 0-10-12 21-4-0 5-1-14 22-4-0 1-0-0 0-5-124-8-130-5-124-8-135.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.75 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.42 0.04 0.08 (loc) 9-11 9-11 7 9-11 l/defl >999 >587 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-4 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=217(LC 11) Max Uplift 2=-563(LC 12), 7=-563(LC 12) Max Grav 2=1027(LC 1), 7=1027(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1758/1083, 3-4=-1703/1275, 4-5=-1065/870, 5-6=-1703/1275, 6-7=-1758/1083 BOT CHORD 2-11=-867/1581, 9-11=-505/1065, 7-9=-859/1515 WEBS 5-9=-518/774, 4-11=-518/773, 3-11=-367/438, 6-9=-367/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 10-2-8, Exterior(2E) 10-2-8 to 11-1-8, Exterior(2R) 11-1-8 to 19-7-5, Interior(1) 19-7-5 to 22-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 563 lb uplift at joint 2 and 563 lb uplift at joint 7. 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 2819105 Truss E5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24620664 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-rmmUz0mYtgnNAVbj6jDzRMq4w52z3KeNudlzRtz_7K6 Scale = 1:38.8 1 2 3 4 5 6 7 8 10 9 11 12 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 5x6 5x6 3x4 2x4 2x4 5x6 9-0-0 9-0-0 12-4-0 3-4-0 21-4-0 9-0-0 -1-0-0 1-0-0 6-4-14 6-4-14 9-0-0 2-7-2 12-4-0 3-4-0 14-11-2 2-7-2 21-4-0 6-4-14 22-4-0 1-0-0 0-5-124-2-120-5-124-2-125.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.88 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.43 0.05 -0.15 (loc) 2-10 2-10 7 2-10 l/defl >999 >579 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-195(LC 10) Max Uplift 2=-563(LC 12), 7=-563(LC 12) Max Grav 2=1188(LC 17), 7=1188(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1822/1122, 3-4=-1526/972, 4-5=-1370/918, 5-6=-1526/972, 6-7=-1822/1122 BOT CHORD 2-10=-887/1730, 9-10=-583/1438, 7-9=-874/1584 WEBS 3-10=-435/437, 4-10=-241/505, 5-9=-241/505, 6-9=-436/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 9-0-0, Exterior(2E) 9-0-0 to 12-4-0, Exterior(2R) 12-4-0 to 21-0-0, Interior(1) 21-0-0 to 22-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 563 lb uplift at joint 2 and 563 lb uplift at joint 7. 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 2819105 Truss E6 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24620665 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-JzKsAMnAe_vDofAvgRkCzaNHqVMfokQX7HVXzJz_7K5 Scale = 1:38.8 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 6x8 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 6x8 3x8 6x8 5x6 Special NAILED NAILED NAILED Special Special NAILED NAILED NAILED Special 7-0-0 7-0-0 14-4-0 7-4-0 21-4-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-4-0 7-4-0 21-4-0 7-0-0 22-4-0 1-0-0 0-5-123-4-120-5-123-4-125.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-15], [3:0-4-0,0-2-2], [5:0-2-8,0-0-15], [7:0-3-8,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.91 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.28 0.08 (loc) 7-9 7-9 5 l/defl >999 >883 n/a L/d 240 240 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-4: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=155(LC 24) Max Uplift 2=-1258(LC 8), 5=-1254(LC 8) Max Grav 2=2069(LC 29), 5=2061(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4238/2449, 3-4=-3770/2297, 4-5=-4224/2443 BOT CHORD 2-9=-2095/3878, 7-9=-2082/3838, 5-7=-2089/3757 WEBS 3-9=-260/855, 4-7=-269/854 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1258 lb uplift at joint 2 and 1254 lb uplift at joint 5. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 394 lb down and 379 lb up at 7-0-0, and 394 lb down and 379 lb up at 14-4-0 on top chord, and 532 lb down and 387 lb up at 7-0-0, and 532 lb down and 387 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-177(B) 4=-177(B) 9=-527(B) 7=-527(B) 10=-136(B) 11=-136(B) 12=-136(B) 13=-61(B) 14=-61(B) 15=-61(B) 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 2819105 Truss F1 Truss Type Jack-Closed Qty 6 Ply 1 Job Reference (optional) T24620666 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-o9uEOiopPI24Ppk5E8FRWnwMPuoXX9kgLxE4Vmz_7K4 Scale = 1:33.7 1 2 3 4 5 7 6 8 2x4 ST1.5x8 STP 6x8 5x6 2x4 2x4 2x4 5-0-0 5-0-0 12-2-8 7-2-8 -1-0-0 1-0-0 5-0-0 5-0-0 8-0-0 3-0-0 12-2-8 4-2-8 0-5-125-6-135.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.55 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.41 -0.01 0.30 (loc) 6-7 6-7 6 7 l/defl >856 >341 n/a >477 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-11 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=353(LC 12) Max Uplift 6=-317(LC 12), 2=-306(LC 12) Max Grav 6=593(LC 17), 2=658(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-654/241, 3-4=-483/297 BOT CHORD 2-7=-605/555, 6-7=-605/555 WEBS 4-6=-697/771 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 5-0-0, Interior(1) 5-0-0 to 12-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 317 lb uplift at joint 6 and 306 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 2819105 Truss F1A Truss Type Jack-Partial Qty 4 Ply 1 Job Reference (optional) T24620667 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-GLScb2pRAbAx1zJInsng2?ScQIAaGf_qab_d1Cz_7K3 Scale = 1:27.1 1 2 3 6 7 8 4 9 10 53x4 ST1.5x8 STP 2x4 2x4 9-3-0 9-3-0 -1-0-0 1-0-0 4-7-10 4-7-10 9-3-0 4-7-6 0-5-124-4-03-11-94-4-05.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.43 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.38 0.02 0.29 (loc) 6 5-6 4 6 l/defl >992 >281 n/a >372 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=280(LC 12) Max Uplift 4=-116(LC 12), 2=-166(LC 12) Max Grav 4=203(LC 17), 2=623(LC 17), 5=543(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-401/153 WEBS 3-6=-323/649 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 9-2-4 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 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) 400.0lb AC unit load placed on the bottom chord, 7-0-0 from left end, supported at two points, 2-0-0 apart. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 4 and 166 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 2819105 Truss F1G Truss Type Jack-Closed Girder Qty 2 Ply 1 Job Reference (optional) T24620668 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-kY0_oOp3xvIof7uULZIvbC?pciR8?zrzpFjBaez_7K2 Scale = 1:34.1 1 2 3 4 5 8 7 69 2x4 ST1.5x8 STP 4x6 3x4 4x4 3x8 2x4 2x4 HHUS26-2 LUS24 5-0-0 5-0-0 9-4-8 4-4-8 12-2-8 2-10-0 -1-0-0 1-0-0 5-0-0 5-0-0 9-4-8 4-4-8 12-2-8 2-10-0 0-5-125-6-135.00 12 Plate Offsets (X,Y)-- [4:0-0-12,0-1-8], [7:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.73 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.21 0.02 0.15 (loc) 8 8 6 2-8 l/defl >999 >681 n/a >925 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=355(LC 8) Max Uplift 2=-132(LC 8) Max Grav 6=2215(LC 25), 2=1040(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1495/0, 3-4=-1422/0 BOT CHORD 2-8=0/1324, 7-8=0/1324, 6-7=0/1324 WEBS 4-7=0/2104, 4-6=-2366/0, 3-8=-250/280 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 132 lb uplift at joint 2. 7) Use Simpson Strong-Tie HHUS26-2 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 9-4-8 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 8) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 11-5-4 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 7=-1608(F) 9=-408(F) 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 2819105 Truss F2 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24620669 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-kY0_oOp3xvIof7uULZIvbC?iLiU??3EzpFjBaez_7K2 Scale = 1:33.4 1 2 3 4 5 7 6 8 2x4 ST1.5x8 STP 6x8 5x6 2x4 2x4 2x4 5-0-0 5-0-0 6-0-6 1-0-6 12-2-8 6-2-2 -1-0-0 1-0-0 5-0-0 5-0-0 6-0-6 1-0-6 8-0-0 1-11-10 11-9-0 3-9-0 12-2-8 0-5-8 0-5-125-4-85-3-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.55 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.41 0.01 0.30 (loc) 6-7 6-7 6 7 l/defl >856 >341 n/a >477 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=353(LC 12) Max Uplift 6=-317(LC 12), 2=-306(LC 12) Max Grav 6=593(LC 17), 2=658(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-654/201, 3-4=-483/252 BOT CHORD 2-7=-543/555, 6-7=-543/555 WEBS 4-6=-697/692 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 5-0-0, Interior(1) 5-0-0 to 12-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 317 lb uplift at joint 6 and 306 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 2819105 Truss F3 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24620670 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-CkaN0kqhhDQfGHTgvHp88QYtu6qCkXf62vTk64z_7K1 Scale = 1:29.2 1 2 3 4 5 6 8 7 9 3x6 ST1.5x8 STP 2x4 6x8 5x6 2x4 2x4 2x4 5-0-0 5-0-0 9-9-0 4-9-0 12-2-8 2-5-8 -1-0-0 1-0-0 5-0-0 5-0-0 8-0-0 3-0-0 9-9-0 1-9-0 12-2-8 2-5-8 0-5-124-6-85.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.55 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.42 -0.01 0.33 (loc) 7-8 7-8 7 8 l/defl >839 >335 n/a >420 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 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=293(LC 12) Max Uplift 7=-293(LC 12), 2=-330(LC 12) Max Grav 7=550(LC 17), 2=661(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-651/360, 3-4=-485/417 BOT CHORD 2-8=-618/538, 7-8=-618/538 WEBS 4-7=-677/786 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 5-0-0, Interior(1) 5-0-0 to 9-9-0, Exterior(2E) 9-9-0 to 12-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 293 lb uplift at joint 7 and 330 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 2819105 Truss F4 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24620671 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-gw8lD4rJSWYWuQ2sT_KNgd43mW7KT_wGGZCHeXz_7K0 Scale = 1:27.1 1 2 3 4 6 5 7 8 2x4 ST1.5x8 STP 6x8 5x6 2x4 8x10 7-9-0 7-9-0 12-2-8 4-5-8 -1-0-0 1-0-0 7-9-0 7-9-0 12-2-8 4-5-8 0-5-123-8-85.00 12 Plate Offsets (X,Y)-- [3:0-7-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.75 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.21 0.01 0.16 (loc) 2-6 2-6 5 2-6 l/defl >999 >658 n/a >860 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0 Max Horz 2=240(LC 12) Max Uplift 5=-276(LC 12), 2=-347(LC 12) Max Grav 5=522(LC 1), 2=657(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-659/450 BOT CHORD 2-6=-574/544, 5-6=-574/552 WEBS 3-6=-11/304, 3-5=-698/723 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 7-9-0, Exterior(2E) 7-9-0 to 12-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 276 lb uplift at joint 5 and 347 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 2819105 Truss F5 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24620672 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-86h7RPsxDqgNWad30ircDrdH3vX1CNfPVDyrBzz_7K? Scale = 1:23.4 1 2 3 4 6 5 7 8 5x8 ST1.5x8 STP 3x4 6x8 5x6 2x4 5-9-0 5-9-0 12-2-8 6-5-8 -1-0-0 1-0-0 5-9-0 5-9-0 12-2-8 6-5-8 0-5-122-10-85.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-4], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.40 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.06 (loc) 5-6 5-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 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 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-5 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0 Max Horz 2=188(LC 12) Max Uplift 5=-262(LC 12), 2=-361(LC 12) Max Grav 5=522(LC 1), 2=645(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-810/647, 4-5=-218/307 BOT CHORD 2-6=-714/710, 5-6=-711/719 WEBS 3-6=0/274, 3-5=-715/702 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 5-9-0, Exterior(2E) 5-9-0 to 12-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 262 lb uplift at joint 5 and 361 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 2819105 Truss F6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24620673 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-cJFVeltZ_8oE7kCFaPMrl2AQyJtyxwNZkthOjPz_7K_ Scale = 1:23.1 1 2 3 4 5 6 9 8 7 10 11 4x6 ST1.5x8 STP 4x6 4x4 2x4 6x8 5x6 2x4 2x4 5-9-0 5-9-0 7-3-0 1-6-0 9-3-0 2-0-0 12-2-8 2-11-8 -1-0-0 1-0-0 5-9-0 5-9-0 7-3-0 1-6-0 9-3-0 2-0-0 12-2-8 2-11-8 0-5-122-0-82-10-82-0-82-10-85.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.42 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.01 0.09 (loc) 2-9 2-9 7 2-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 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 5-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=136(LC 12) Max Uplift 7=-252(LC 12), 2=-371(LC 12) Max Grav 7=522(LC 1), 2=631(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-773/726, 3-4=-683/793, 4-5=-708/786 BOT CHORD 2-9=-719/647, 8-9=-714/650, 7-8=-709/643 WEBS 5-7=-734/832 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 5-9-0, Exterior(2E) 5-9-0 to 9-3-0, Interior(1) 9-3-0 to 12-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 252 lb uplift at joint 7 and 371 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 2819105 Truss F7 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24620674 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-4Vpts5tClRw5lunR86t4IGiccjElgPJiyXRyEsz_7Jz Scale = 1:22.2 1 2 3 4 5 6 8 7 4x6 ST1.5x8 STP 4x6 3x6 4x4 5x6 2x4 2x4 3-9-0 3-9-0 9-3-0 5-6-0 12-2-8 2-11-8 -1-0-0 1-0-0 3-9-0 3-9-0 9-3-0 5-6-0 12-2-8 2-11-8 0-5-122-0-80-9-112-0-85.00 12 Plate Offsets (X,Y)-- [6:0-4-3,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.32 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.01 0.05 (loc) 8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-8-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-15 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=90(LC 11) Max Uplift 6=-247(LC 12), 2=-382(LC 12) Max Grav 6=529(LC 1), 2=637(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-895/836, 3-4=-815/830, 4-6=-900/860 BOT CHORD 2-8=-645/752, 7-8=-639/757, 6-7=-642/749 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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) 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 247 lb uplift at joint 6 and 382 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 2819105 Truss F8 Truss Type HIP GIRDER Qty 1 Ply 3 Job Reference (optional) T24620675 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-ZhNG3RuqWl2yN2MeiqPJrTFvf7eFPrgsBBAVmIz_7Jy Scale = 1:24.2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 7x10 ST1.5x8 STP ST1.5x8 STP 8x10 4x10 MT20HS 4x10 MT20HS 4x6 4x4 4x4 8x10 4x6 4x4 5x8 Special Special Special Special Special Special Special Special Special Special Special Special Special 2-0-0 2-0-0 4-3-14 2-3-14 6-6-0 2-2-2 8-8-2 2-2-2 11-0-0 2-3-14 13-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 4-3-14 2-3-14 6-6-0 2-2-2 8-8-2 2-2-2 11-0-0 2-3-14 13-0-0 2-0-0 0-5-121-3-120-5-121-3-125.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-14], [3:0-6-4,0-1-12], [7:0-5-15,0-2-6], [8:0-2-11,Edge], [8:0-5-0,0-2-5], [11:0-5-0,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.11 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.00 0.03 (loc) 11 11 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 233 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 SLIDER Right 2x4 SP M 31 0-11-5 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)8=0-8-0, 2=0-8-0 Max Horz 2=54(LC 7) Max Uplift 8=-1935(LC 8), 2=-487(LC 8) Max Grav 8=7018(LC 1), 2=769(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1255/624, 3-4=-1972/915, 4-5=-2601/1137, 5-6=-2792/1146, 6-7=-2398/892, 7-8=-2504/923 BOT CHORD 2-13=-547/1090, 12-13=-551/1120, 11-12=-891/1972, 10-11=-1099/2601, 9-10=-1091/2792, 8-9=-793/2224 WEBS 3-12=-382/909, 4-12=-410/217, 7-9=-278/1045, 6-9=-426/283, 4-11=-243/678 NOTES- 1) n/a 2) 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. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1935 lb uplift at joint 8 and 487 lb uplift at joint 2. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 217 lb up at 2-0-0, 46 lb up at 4-0-12, 46 lb up at 6-0-12, 46 lb up at 6-11-4, and 46 lb up at 8-11-4, and 217 lb up at 11-0-0 on top chord, and at 2-0-0, at 4-0-12, at 6-0-12, at 6-11-4, at 8-11-4, and at 10-11-4, and 6721 lb down and 1681 lb up at 12-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 1) Special connection required to distribute bottom chord loads equally between all plies. #,nails required = 6721# / (3)(106 #/nail)(1.25) = 17 nails/24" #,nails specified = 24 nails/24" - okay <GDL> 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 2819105 Truss F8 Truss Type HIP GIRDER Qty 1 Ply 3 Job Reference (optional) T24620675 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:25 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-ZhNG3RuqWl2yN2MeiqPJrTFvf7eFPrgsBBAVmIz_7Jy LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 7-8=-70, 2-8=-20 Concentrated Loads (lb) Vert: 3=70(B) 7=70(B) 18=-6721(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 2819105 Truss FG1 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) T24620676 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-1uxeGnvSH3Ap_CwqFXwYNhovkXt88K_?Qrw2Jkz_7Jx Scale: 3/8"=1' 1 2 4 3 5 6 3x8 4x12 4x12 4x12 4x12 4x12 4x12 3x8 9-10-8 9-10-8 4-11-4 4-11-4 9-10-8 4-11-4 5-2-10Plate Offsets (X,Y)-- [3:0-4-4,0-0-12], [4:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.83 0.52 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.22 -0.00 -0.02 (loc) 3-4 3-4 3 3-4 l/defl >754 >515 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Uplift 4=-202(LC 8), 3=-202(LC 8) Max Grav 4=524(LC 17), 3=524(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-330/796, 2-3=-330/796 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-2-12 to 3-9-15, Exterior(2) 3-9-15 to 6-0-9, Corner(3) 6-0-9 to 9-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 202 lb uplift at joint 4 and 202 lb uplift at joint 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 2819105 Truss FG2 Truss Type Flat Girder Qty 1 Ply 2 Job Reference (optional) T24620677 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-V4V0U7w42MIgcLV0pFRnwuK7KwDDtnE8fVfcrAz_7Jw Scale = 1:26.1 1 2 4 3 5 6 7 8 9 10 11 12 4x6 3x4 3x4 4x6 Special Special Special Special Special Special Special Special 9-10-8 9-10-8 4-11-4 4-11-4 9-10-8 4-11-4 4-4-0Plate Offsets (X,Y)-- [3:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.58 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.36 0.00 -0.04 (loc) 3-4 3-4 3 3-4 l/defl >999 >312 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Grav 4=1646(LC 25), 3=1646(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-544/376, 1-2=-382/0, 2-3=-544/376 BOT CHORD 3-4=0/382 NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 148 lb up at 1-11-4, 206 lb down and 148 lb up at 3-11-4, and 206 lb down and 148 lb up at 5-11-4, and 206 lb down and 148 lb up at 7-11-4 on top chord, and 507 lb down at 1-11-4, 507 lb down at 3-11-4, and 507 lb down at 5-11-4, and 507 lb down at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 5=-107(F) 6=-107(F) 7=-107(F) 8=-107(F) 9=-495(F) 10=-495(F) 11=-495(F) 12=-495(F) 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 2819105 Truss GR1 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T24620678 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-zG3OhTwipgQWEV4DNyy0S6tEYKaec0VIt9P9Ndz_7Jv Scale = 1:41.5 1 2 3 4 5 6 11 10 9 8 7 12 13 14 6x8 ST1.5x8 STP ST1.5x8 STP 3x4 8x12 4x12 7x10 3x4 3x6 10x12 3x8 7x10 HGUS28-2 HTU26 HTU26 HTU26 HTU26 6-0-6 6-0-6 12-4-0 6-3-10 16-10-12 4-6-12 22-4-0 5-5-4 -1-0-0 1-0-0 6-0-6 6-0-6 11-9-0 5-8-10 16-10-12 5-1-12 22-4-0 5-5-4 0-5-125-4-85.00 12 Plate Offsets (X,Y)-- [4:0-5-8,0-2-12], [7:Edge,0-6-0], [8:0-6-4,0-1-8], [10:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.39 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.29 0.06 0.18 (loc) 10 10-11 7 8-10 l/defl >999 >911 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 328 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 6-7: 2x8 SP 2400F 2.0E, 5-7: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (size)7=0-8-0, 2=0-8-0 Max Horz 2=350(LC 21) Max Uplift 7=-4069(LC 8), 2=-2171(LC 8) Max Grav 7=9736(LC 1), 2=5620(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12687/4604, 3-4=-12690/4660, 4-5=-12193/4549 BOT CHORD 2-11=-4428/11518, 10-11=-4428/11518, 8-10=-3586/8831, 7-8=-3586/8831 WEBS 3-11=-191/252, 3-10=-923/906, 4-10=-1535/4513, 5-10=-1422/4965, 5-8=-2036/4266, 5-7=-11934/4826 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, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-2-0 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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4069 lb uplift at joint 7 and 2171 lb uplift at joint 2. 9) Use Simpson Strong-Tie HGUS28-2 (36-16d Girder, 12-16d Truss) or equivalent at 12-4-0 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 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 14-0-10 from the left end to 20-0-10 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 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 2819105 Truss GR1 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T24620678 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:28 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-zG3OhTwipgQWEV4DNyy0S6tEYKaec0VIt9P9Ndz_7Jv LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 2-7=-20 Concentrated Loads (lb) Vert: 9=-1622(F) 10=-6814(F) 12=-1628(F) 13=-1622(F) 14=-1622(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 2819105 Truss HJ2 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T24620679 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-RTdmvpxKa_YNsffPxgTF?JQYsk?aLhjR6p8jv3z_7Ju Scale = 1:9.3 1 2 3 5 4 2x4 NAILED NAILED 2-9-3 2-9-3 -1-5-0 1-5-0 2-9-3 2-9-3 0-5-121-3-80-4-10-11-71-3-83.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 240 n/a 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 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=85(LC 8) Max Uplift 3=-32(LC 5), 2=-283(LC 8), 4=-17(LC 13) Max Grav 3=44(LC 13), 2=259(LC 28), 4=38(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 32 lb uplift at joint 3, 283 lb uplift at joint 2 and 17 lb uplift at joint 4. 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: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=67(F=34, B=34) 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 2819105 Truss HJ3 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T24620680 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-NrkXKUzb6bo55zpn25Vj4kVuMYhJobDkZ7dp_yz_7Js Scale = 1:11.3 1 2 3 6 5 4 2x4 NAILED NAILED 2-3-6 2-3-6 2-9-3 0-5-13 4-2-3 1-5-0 -1-5-0 1-5-0 4-2-3 4-2-3 0-5-121-8-80-4-11-4-71-8-83.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 2-5 2-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 15 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 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-10-15, 5=0-11-11. (lb) - Max Horz 2=112(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 5 except 2=-288(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3, 4, 5 except 2=281(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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) 3, 5 except (jt=lb) 2=288. 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: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 6=70(F=35, B=35) 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 2819105 Truss HJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T24620681 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-s2IvXq_Dtvwyj7O_co1ydy22CxtIXv2tonNNWOz_7Jr Scale = 1:21.2 1 2 3 7 6 5 4 8 9 10 3x6 2x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED 4-11-10 4-11-10 9-10-1 4-10-6 -1-5-0 1-5-0 4-11-10 4-11-10 9-10-1 4-10-6 0-5-123-4-83.54 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.73 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.13 0.01 (loc) 6-7 6-7 6 l/defl >944 >890 n/a L/d 240 240 n/a PLATES MT20 Weight: 41 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 or 5-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-3 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=216(LC 24) Max Uplift 4=-116(LC 8), 2=-552(LC 8), 6=-371(LC 8) Max Grav 4=140(LC 28), 2=682(LC 28), 6=537(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1227/765 BOT CHORD 2-7=-855/1137, 6-7=-855/1137 WEBS 3-7=-305/428, 3-6=-1203/905 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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) n/a 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 100 lb uplift at joint(s) except (jt=lb) 4=116, 2=552, 6=371. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=70(F=35, B=35) 9=-75(F=-37, B=-37) 10=-272(F=-136, B=-136) 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 2819105 Truss HJ7C Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24620682 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-oQQfyW?TOWBgyQYMjD3QiN7Nzlbw?rUAG5sTbGz_7Jp Scale = 1:21.7 1 2 3 4 10 9 8 7 6 5 11 12 3x6 5x6 3x6 2x4 2x4 3x4 3x6 3x4 NAILED NAILED NAILED NAILED NAILED NAILED 4-7-13 4-7-13 6-5-0 1-9-3 9-10-1 3-5-1 -1-5-0 1-5-0 4-7-13 4-7-13 6-5-0 1-9-3 9-10-1 3-5-1 0-5-123-4-82-4-81-0-03.54 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-5], [3:0-5-7,0-1-8], [9:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.59 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 0.06 0.17 (loc) 10 10 7 10 l/defl >999 >657 n/a >659 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-15, 7=Mechanical Max Horz 2=216(LC 8) Max Uplift 5=-79(LC 8), 2=-544(LC 8), 7=-404(LC 8) Max Grav 5=98(LC 28), 2=685(LC 28), 7=600(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1119/664, 3-4=-1806/1218 BOT CHORD 2-10=-753/1022, 9-10=-450/574, 3-9=-1078/1462, 8-9=-1269/1735, 7-8=-1269/1735 WEBS 4-8=-529/766, 4-7=-1825/1335, 3-10=-865/650 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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) n/a 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 100 lb uplift at joint(s) 5 except (jt=lb) 2=544, 7=404. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 2-10=-20, 6-9=-20 Concentrated Loads (lb) Vert: 10=-75(F=-37, B=-37) 11=70(F=35, B=35) 12=-295(F=-148, B=-148) 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 2819105 Truss HJ21 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24620683 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-vfA868yyLHgETpEbUN_UYXyiq8L?48zbLTuGSVz_7Jt Scale = 1:9.4 1 2 5 3 6 4 2x4 NAILED NAILED NAILED NAILED 2-10-10 2-10-10 -1-5-0 1-5-0 2-10-10 2-10-10 0-5-121-3-153.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -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 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=87(LC 24) Max Uplift 3=-67(LC 14), 2=-275(LC 8) Max Grav 3=84(LC 24), 2=237(LC 28), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 67 lb uplift at joint 3 and 275 lb uplift at joint 2. 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: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=98(F=49, B=49) 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 2819105 Truss J1 Truss Type Corner Jack Qty 18 Ply 1 Job Reference (optional) T24620684 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-oQQfyW?TOWBgyQYMjD3QiN7RFlkz?yzAG5sTbGz_7Jp Scale = 1:7.3 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 0-5-120-10-120-6-50-10-125.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.16 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=0-8-0, 4=Mechanical Max Horz 2=62(LC 12) Max Uplift 3=-16(LC 1), 2=-167(LC 12) Max Grav 3=27(LC 12), 2=168(LC 1), 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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=167. 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 2819105 Truss J2 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T24620685 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-Gd_19s059qJXaa6ZHwafFagc093jkOCKUlb17jz_7Jo Scale = 1:9.4 1 2 3 4 2x4 ST1.5x8 STP 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-5-121-3-120-11-51-3-125.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=89(LC 12) Max Uplift 3=-38(LC 9), 2=-152(LC 12) Max Grav 3=57(LC 17), 2=191(LC 17), 4=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=152. 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 2819105 Truss J3 Truss Type Jack-Open Qty 12 Ply 1 Job Reference (optional) T24620686 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-kpYQNC1jw7ROBkhlre5unoCmVZOOTrSTjPLaf9z_7Jn Scale = 1:11.5 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 0-5-121-8-121-4-51-8-125.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.24 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=0-8-0, 4=Mechanical Max Horz 2=113(LC 12) Max Uplift 3=-59(LC 12), 2=-185(LC 12) Max Grav 3=83(LC 17), 2=244(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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=185. 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 2819105 Truss J5 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T24620687 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-C?5oaY1LhRZFpuGxPLc7K?lpNyhkCIidy248Bbz_7Jm Scale = 1:17.4 1 2 3 4 5x6 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-5-122-6-122-2-52-6-125.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.74 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: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=166(LC 12) Max Uplift 3=-137(LC 12), 2=-203(LC 12) Max Grav 3=176(LC 17), 2=328(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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 100 lb uplift at joint(s) except (jt=lb) 3=137, 2=203. 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 2819105 Truss J5C Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T24620688 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-gBfAou2_Slh6R2r8y38MsDH5RMxsxlymAiqhk2z_7Jl Scale = 1:17.4 1 2 3 7 6 4 5 5x6 ST1.5x8 STP 2x4 4x6 3x4 3-4-0 3-4-0 5-0-0 1-8-0 -1-0-0 1-0-0 3-4-0 3-4-0 5-0-0 1-8-0 0-5-122-6-121-6-122-2-51-0-05.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-12], [6:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.65 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.02 0.04 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.3 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)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=166(LC 12) Max Uplift 4=-83(LC 12), 2=-197(LC 12), 5=-25(LC 12) Max Grav 4=119(LC 17), 2=340(LC 17), 5=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/129 BOT CHORD 2-7=-301/300, 3-6=-300/301 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=197. 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 2819105 Truss J7 Truss Type Jack-Open Qty 31 Ply 1 Job Reference (optional) T24620689 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-gBfAou2_Slh6R2r8y38MsDHxYMvsxlymAiqhk2z_7Jl Scale = 1:21.8 1 2 5 3 45x6 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-5-123-4-123-0-53-4-125.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.78 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.20 -0.00 0.17 (loc) 2-4 2-4 3 2-4 l/defl >996 >396 n/a >466 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-1-11 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=218(LC 12) Max Uplift 3=-182(LC 12), 2=-230(LC 12) Max Grav 3=242(LC 17), 2=419(LC 17), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 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 100 lb uplift at joint(s) except (jt=lb) 3=182, 2=230. 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 2819105 Truss J7C Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T24620690 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-danwDZ4E_MxpgL?W4UAqyeNItAaYPdl3e0Joowz_7Jj Scale = 1:21.8 1 2 3 7 6 8 4 5 5x6 ST1.5x8 STP 3x6 3x4 3x4 3-4-0 3-4-0 7-0-0 3-8-0 -1-0-0 1-0-0 3-4-0 3-4-0 7-0-0 3-8-0 0-5-123-4-122-4-123-0-51-0-05.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-12], [3:0-1-8,0-1-1], [6:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.89 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.21 -0.08 0.24 (loc) 5-6 5-6 5 5-6 l/defl >999 >383 n/a >332 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.3 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 2-9-12 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=218(LC 12) Max Uplift 4=-143(LC 12), 2=-222(LC 12), 5=-27(LC 12) Max Grav 4=204(LC 17), 2=435(LC 17), 5=147(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-489/373 BOT CHORD 2-7=-657/556, 6-7=-350/341 WEBS 3-7=-474/584 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 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 100 lb uplift at joint(s) 5 except (jt=lb) 4=143, 2=222. 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 2819105 Truss J8 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T24620691 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-5mLJQv5slg3gIVaieBh3Urva6a1t81fCtg2LLMz_7Ji Scale = 1:21.9 1 2 3 4 5 7 6 4x4 ST1.5x8 STP 4x4 2x4 4x4 2x4 3x4 NAILED NAILED 2-1-0 2-1-0 3-5-0 1-4-0 8-4-0 4-11-0 -1-0-0 1-0-0 2-1-0 2-1-0 3-5-0 1-4-0 8-4-0 4-11-0 0-5-121-4-33-4-121-4-35.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.38 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.02 (loc) 6-7 6-7 6 6-7 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-12 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=216(LC 8) Max Uplift 6=-203(LC 8), 2=-293(LC 8) Max Grav 6=385(LC 28), 2=477(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-563/136, 3-4=-487/135 BOT CHORD 2-7=-257/490, 6-7=-389/698 WEBS 3-7=-66/291, 4-6=-678/381, 4-7=-292/244 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=203, 2=293. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 3=67(F) 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 2819105 Truss J71 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24620692 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-8ODY?D3cD2pz2BQKWmfbPQqDZmFOgCCvPMZEGUz_7Jk Scale = 1:21.8 1 4 2 33x8 ST1.5x8 STP 7-0-0 7-0-0 7-0-0 7-0-0 0-5-123-4-123-0-53-4-125.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.82 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.20 -0.00 0.18 (loc) 1-3 1-3 2 1-3 l/defl >999 >399 n/a >441 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEDGE Left: 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 7-7-14 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=193(LC 12) Max Uplift 1=-97(LC 12), 2=-190(LC 12) Max Grav 1=312(LC 17), 2=251(LC 17), 3=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 6-4-0, Interior(1) 6-4-0 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 100 lb uplift at joint(s) 1 except (jt=lb) 2=190. 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 2819105 Truss K1 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T24620693 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-ZzvhdF5UWzBXvf9vBuCI12SntzPAtXRM5Kovtpz_7Jh Scale = 1:16.9 1 2 3 4 5 8 7 6 2x4 ST1.5x8 STP ST1.5x8 STP 4x4 2x4 2x4 3x6 2x4 3x6 2x4 1-4-0 1-4-0 1-8-0 0-4-0 4-1-0 2-5-0 6-6-0 2-5-0 6-10-0 0-4-0 8-2-0 1-4-0 1-8-0 1-8-0 4-1-0 2-5-0 6-6-0 2-5-0 8-2-0 1-8-0 0-5-122-2-30-5-125.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.24 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.02 (loc) 7 7 6 7 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 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)6=0-8-0, 8=0-8-0 Max Horz 8=-87(LC 10) Max Uplift 6=-162(LC 12), 8=-264(LC 12) Max Grav 6=368(LC 1), 8=367(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-249/446, 2-8=-249/540 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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) 6=162, 8=264. 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 2819105 Truss K2 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24620694 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-19T3rb66HHJOXpk5lcjXZG?w6Nkac?7VK_XSPFz_7Jg Scale = 1:19.5 1 2 3 4 5 6 7 8 12 11 10 9 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 Special Special Special Special 1-4-0 1-4-0 1-8-0 0-4-0 3-0-0 1-4-0 5-2-0 2-2-0 6-6-0 1-4-0 6-10-0 0-4-0 8-2-0 1-4-0 -1-0-0 1-0-0 1-8-0 1-8-0 3-0-0 1-4-0 5-2-0 2-2-0 6-6-0 1-4-0 8-2-0 1-8-0 9-2-0 1-0-0 0-5-121-8-120-5-121-8-125.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.30 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.00 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 240 n/a 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)12=0-8-0, 9=0-8-0 Max Horz 12=-79(LC 6) Max Uplift 12=-368(LC 8), 9=-269(LC 9) Max Grav 12=489(LC 17), 9=489(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-437/207, 3-4=-387/152, 4-5=-329/137, 5-6=-394/152, 6-7=-424/207 BOT CHORD 2-12=-166/445, 11-12=-163/445, 10-11=-165/445, 9-10=-165/443, 7-9=-165/443 WEBS 3-12=-287/230, 6-9=-287/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=368, 9=269. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 264 lb down and 193 lb up at 3-0-0, and 264 lb down and 193 lb up at 5-2-0 on top chord, and 26 lb down at 3-0-0, and 26 lb down at 5-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-8=-70, 2-7=-20 Concentrated Loads (lb) Vert: 4=-4(B) 5=-4(B) 11=-8(B) 10=-8(B) 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 2819105 Truss MV2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24620695 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-O7GyuIAF5pxhdac3Y9JiGJisROVzHHQEUGFD4Tz_7Jb Scale = 1:6.9 1 2 3 2x4 2-0-0 2-0-0 0-0-40-10-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-6, 2=1-11-6, 3=1-11-6 Max Horz 1=33(LC 12) Max Uplift 1=-20(LC 12), 2=-40(LC 12) Max Grav 1=59(LC 17), 2=51(LC 17), 3=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 40 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 2819105 Truss MV4 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T24620696 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-KVOiJ_BVdRCPtumRfaLALkn7OC9wlBwXxakK9Lz_7JZ Scale = 1:11.1 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-41-8-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.19 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: 13 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=3-11-6, 3=3-11-6 Max Horz 1=82(LC 12) Max Uplift 1=-49(LC 12), 3=-84(LC 12) Max Grav 1=148(LC 17), 3=158(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 2819105 Truss MV6 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T24620697 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-oiy5WKC7OkKGU1LdDHsPuyK8JcPUUeAgAETthnz_7JY Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 6-0-0 6-0-0 0-0-42-6-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.97 0.55 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: 20 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-11-6, 3=5-11-6 Max Horz 1=134(LC 12) Max Uplift 1=-81(LC 12), 3=-138(LC 12) Max Grav 1=243(LC 17), 3=259(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-246/398 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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 except (jt=lb) 3=138. 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 2819105 Truss MV8 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T24620698 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-GuVTkgDm92S76Bwqn?OeR9tUU?q8D3iqPuDQDEz_7JX Scale = 1:20.4 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 0-0-43-4-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.20 0.17 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: 29 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=7-11-6, 4=7-11-6, 5=7-11-6 Max Horz 1=187(LC 12) Max Uplift 4=-86(LC 12), 5=-231(LC 12) Max Grav 1=110(LC 1), 4=161(LC 17), 5=436(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-323/139 WEBS 2-5=-372/586 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 6-9-1, Interior(1) 6-9-1 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=231. 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 2819105 Truss MV10 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24620699 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-VL1R2x7k2bRF9zJHJJEm6TX4En3GLQGeZeH?xhz_7Jf Scale = 1:24.4 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 10-0-0 10-0-0 0-0-44-2-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.33 0.20 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: 37 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=9-11-6, 4=9-11-6, 5=9-11-6 Max Horz 1=239(LC 12) Max Uplift 4=-107(LC 12), 5=-296(LC 12) Max Grav 1=145(LC 1), 4=202(LC 17), 5=559(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-380/162, 3-4=-163/259 WEBS 2-5=-443/684 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 9-10-4 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) except (jt=lb) 4=107, 5=296. 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 2819105 Truss MV12 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24620700 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-zYapGH8NpuZ6m6tUt1m?eh4CZBN04tDooI0ZU8z_7Je Scale = 1:29.2 1 2 3 5 4 6 7 3x4 3x4 2x4 2x4 2x4 12-0-0 12-0-0 0-0-45-0-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.49 0.22 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: 45 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=11-11-6, 4=11-11-6, 5=11-11-6 Max Horz 1=292(LC 12) Max Uplift 4=-128(LC 12), 5=-362(LC 12) Max Grav 1=181(LC 1), 4=242(LC 17), 5=682(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-422/181, 3-4=-194/292 WEBS 2-5=-533/747 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 11-10-4 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) except (jt=lb) 4=128, 5=362. 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 2819105 Truss MV14 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24620701 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-Rk8CTd8?aChzOGSgQkHEBudOHbmXpKmx0ym60az_7Jd Scale = 1:30.3 1 2 3 4 7 6 5 8 9 103x4 4x6 2x4 2x4 2x4 2x4 2x4 11-10-8 11-10-8 14-0-0 2-1-8 11-10-8 11-10-8 14-0-0 2-1-8 0-0-44-11-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.28 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 6-0-0 oc bracing. REACTIONS.All bearings 14-0-0. (lb) - Max Horz 1=293(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 7=-362(LC 12), 6=-192(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=776(LC 17), 6=524(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-404/178 WEBS 2-7=-530/685, 3-6=-315/448 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 11-10-8, Exterior(2E) 11-10-8 to 13-10-4 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=362, 6=192. 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 2819105 Truss MV16 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24620702 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-vwiahz9dKWpq0Q1s_SoTk69ad_6tYoC5FcVgY0z_7Jc Scale = 1:30.2 1 2 3 4 7 6 5 8 9 103x4 4x6 2x4 2x4 2x4 2x4 2x4 11-10-8 11-10-8 16-0-0 4-1-8 11-10-8 11-10-8 16-0-0 4-1-8 0-0-44-11-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.27 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-0-0. (lb) - Max Horz 1=293(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 7=-361(LC 12), 6=-221(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=772(LC 17), 6=589(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-372/157 WEBS 2-7=-530/639, 3-6=-343/467 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 11-10-8, Exterior(2E) 11-10-8 to 15-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=361, 6=221. 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 2819105 Truss MV18 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24620703 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-O7GyuIAF5pxhdac3Y9JiGJilAOL6HFhEUGFD4Tz_7Jb Scale = 1:34.8 1 2 3 4 8 7 6 5 9 10 3x4 4x6 3x4 2x4 3x6 2x4 2x4 2x4 11-10-8 11-10-8 18-0-0 6-1-8 11-10-8 11-10-8 18-0-0 6-1-8 0-0-44-11-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.66 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 70 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.All bearings 18-0-0. (lb) - Max Horz 1=293(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 5=-133(LC 8), 8=-356(LC 12), 6=-258(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1 except 5=308(LC 18), 8=749(LC 17), 6=691(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-335/132 WEBS 2-8=-523/590, 3-6=-392/513 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 11-10-8, Exterior(2E) 11-10-8 to 17-10-4 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 5, 356 lb uplift at joint 8 and 258 lb uplift at joint 6. 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 2819105 Truss MV20 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24620704 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-sJqK5eBts74YFkBF6sqxpXFwnoiT0irOiw_mdvz_7Ja Scale = 1:35.7 1 2 3 4 5 9 8 7 6 10 11 12 13 143x4 4x6 2x4 2x4 2x4 2x4 5x6 2x4 2x4 20-0-0 20-0-0 11-10-8 11-10-8 20-0-0 8-1-8 0-0-44-11-65.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.59 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 82 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 6-0-0 oc bracing. REACTIONS.All bearings 20-0-0. (lb) - Max Horz 1=293(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6 except 9=-358(LC 12), 8=-252(LC 12), 7=-266(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 9=756(LC 17), 8=676(LC 17), 7=621(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-346/159 WEBS 2-9=-526/566, 3-8=-388/431, 4-7=-415/464 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 11-10-8, Exterior(2E) 11-10-8 to 19-10-4 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 9=358, 8=252, 7=266. 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 2819105 Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24620705 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 12:42:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:r4mhKPk2CO4bHDW_Oup9WcyxDDv-k43rx0EOwLazkLV0LivtzNPiOPBVyYgzdYy_mgz_7JW Scale = 1:7.4 1 2 3 2x4 3x6 2x4 0-0-10 0-0-10 4-0-0 3-11-6 2-0-0 2-0-0 4-0-0 2-0-0 0-0-40-10-00-0-45.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-10-13, 3=3-10-13 Max Horz 1=25(LC 11) Max Uplift 1=-53(LC 12), 3=-53(LC 12) Max Grav 1=112(LC 1), 3=112(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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