Loading...
HomeMy WebLinkAboutAPPROVED TRUSS DRAWINGS6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 51 individual, dated 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 June 21, 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. 2926746 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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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. Site Information: Lot/Block: .Customer: PSL PROPERTIES Project Name: 2926746 Subdivision: .Address: 5406 BIRCH DR State: FLCity: FORT PIERCE Model: .. Florida COA: 6634 No. Seal# Truss Name Date 1 T24417829 A1 6/21/2021 2 T24417830 A2 6/21/2021 3 T24417831 A3 6/21/2021 4 T24417832 A4 6/21/2021 5 T24417833 A5 6/21/2021 6 T24417834 A6 6/21/2021 7 T24417835 A7 6/21/2021 8 T24417836 A8 6/21/2021 9 T24417837 A9 6/21/2021 10 T24417838 B1 6/21/2021 11 T24417839 B2 6/21/2021 12 T24417840 B3 6/21/2021 13 T24417841 B4 6/21/2021 14 T24417842 B5 6/21/2021 15 T24417843 B6 6/21/2021 16 T24417844 B7 6/21/2021 17 T24417845 C1 6/21/2021 18 T24417846 C2 6/21/2021 19 T24417847 C3 6/21/2021 20 T24417848 C4 6/21/2021 No. Seal# Truss Name Date 21 T24417849 C5 6/21/2021 22 T24417850 C6 6/21/2021 23 T24417851 C7 6/21/2021 24 T24417852 CJ1 6/21/2021 25 T24417853 CJ3 6/21/2021 26 T24417854 CJ5 6/21/2021 27 T24417855 D1 6/21/2021 28 T24417856 D2 6/21/2021 29 T24417857 D3 6/21/2021 30 T24417858 D4 6/21/2021 31 T24417859 D5 6/21/2021 32 T24417860 EJ2 6/21/2021 33 T24417861 EJ6 6/21/2021 34 T24417862 EJ7 6/21/2021 35 T24417863 EJ61 6/21/2021 36 T24417864 EJ62 6/21/2021 37 T24417865 EJ63 6/21/2021 38 T24417866 EJ64 6/21/2021 39 T24417867 EJ71 6/21/2021 40 T24417868 EJ72 6/21/2021 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2926746 - 2 of 2 Site Information: Lot/Block: . Project Customer: PSL PROPERTIES Project Name: 2926746 Subdivision: . Address: 5406 BIRCH DR State: FLCity, County: FORT PIERCE No. Seal# Truss Name Date 41 T24417869 EJ73 6/21/2021 42 T24417870 G1 6/21/2021 43 T24417871 HJ2 6/21/2021 44 T24417872 HJ6 6/21/2021 45 T24417873 HJ7 6/21/2021 46 T24417874 K1 6/21/2021 47 T24417875 K2 6/21/2021 48 T24417876 V1 6/21/2021 49 T24417877 V2 6/21/2021 50 T24417878 V3 6/21/2021 51 T24417879 V4 6/21/2021 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 2926746 Truss A1 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T24417829 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-r2S6tE0weE91RxuWspBMS0ZRXwjG6LNv8XUjqrz45Z7 Scale = 1:75.3 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 4x6 5x6 6x8 5x6 WB 3x4 5x8 2x4 3x4 3x4 2x4 6x8 8-7-10 8-7-10 15-4-10 6-9-0 24-7-0 9-2-6 32-8-4 8-1-4 41-2-0 8-5-12 -1-0-0 1-0-0 4-6-12 4-6-12 8-7-10 4-0-14 15-4-10 6-9-0 20-7-0 5-2-6 27-3-14 6-8-14 34-0-11 6-8-14 41-2-0 7-1-5 42-2-0 1-0-0 0-4-810-8-00-4-83-11-146.00 12 3.00 12 Plate Offsets (X,Y)-- [8:0-3-0,Edge], [10:0-5-13,Edge], [15:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.97 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.90 0.47 0.53 (loc) 12-14 14-15 10 12-14 l/defl >999 >543 n/a >922 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* 4-6: 2x4 SP No.2, 8-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 13-14,10-13: 2x4 SP No.1 WEBS 2x4 SP No.3 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 2-2-0 oc bracing. WEBS 1 Row at midpt 6-15, 6-14 REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=469(LC 11) Max Uplift 2=-811(LC 12), 10=-811(LC 12) Max Grav 2=1571(LC 1), 10=1571(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2742/1554, 3-5=-2751/1601, 5-6=-2721/1823, 6-7=-3801/2141, 7-9=-4745/2631, 9-10=-4961/2686 BOT CHORD 2-16=-1208/2538, 15-16=-1238/2618, 14-15=-789/2153, 12-14=-1830/3830, 10-12=-2279/4441 WEBS 3-16=-469/341, 5-15=-396/462, 6-15=-612/812, 6-14=-1172/2379, 7-14=-708/602, 7-12=-398/838, 9-12=-263/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-7-0, Exterior(2R) 20-7-0 to 26-7-0, Interior(1) 26-7-0 to 42-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 10 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 100 lb uplift at joint(s) except (jt=lb) 2=811, 10=811. June 21,2021 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 2926746 Truss A2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24417830 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-nRatIw1AAsPlhF1u_EDqXRepDjPYaEiCbrzqvjz45Z5 Scale = 1:81.0 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 18 3x6 ST1.5x8 STPST1.5x8 STP 5x6 3x6 5x6 3x6 5x6 5x6 5x8 4x4 2x4 3x4 5x6 2x4 8-7-10 8-7-10 15-4-10 6-9-0 24-7-0 9-2-6 32-8-4 8-1-4 41-2-0 8-5-12 -1-0-0 1-0-0 8-7-10 8-7-10 15-4-10 6-9-0 20-7-0 5-2-6 27-3-14 6-8-14 34-0-11 6-8-14 41-2-0 7-1-5 0-4-810-8-00-4-83-11-146.00 12 3.00 12 Plate Offsets (X,Y)-- [10:0-4-11,Edge], [11:0-3-0,0-3-4], [13:0-4-0,0-3-0], [14:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.92 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.56 0.21 0.29 (loc) 12-13 12-13 10 10-11 l/defl >999 >688 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 205 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 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 2-2-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS.All bearings 8-7-10 except (jt=length) 10=0-7-10. (lb) - Max Horz 2=464(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 10=-470(LC 12), 2=-534(LC 22), 14=-1174(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2 except 10=1020(LC 18), 14=2537(LC 1), 14=2537(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-928/1782, 3-5=-392/272, 5-6=-363/470, 6-7=-1628/973, 7-9=-2806/1620, 9-10=-3033/1692 BOT CHORD 2-14=-1583/907, 13-14=-1702/987, 12-13=-16/742, 11-12=-788/1859, 10-11=-1413/2684 WEBS 3-13=-891/1853, 5-13=-388/457, 3-14=-1983/1228, 6-13=-905/326, 6-12=-670/1431, 7-12=-750/629, 7-11=-543/987, 9-11=-334/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-7-0, Exterior(2R) 20-7-0 to 26-7-0, Interior(1) 26-7-0 to 40-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 10 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 470 lb uplift at joint 10, 534 lb uplift at joint 2 and 1174 lb uplift at joint 14. June 21,2021 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 2926746 Truss A3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24417831 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-Fd7FVG2ox9XcIPc5Yxk34eA?F7lUJiiLqViNRAz45Z4 Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 6x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 4x6 3x6 5x6 5x6 5x8 2x4 3x4 3x4 5x8 2x4 5x6 8-3-13 8-3-13 8-7-10 0-3-13 15-4-10 6-9-0 18-7-8 3-2-14 22-6-8 3-11-0 24-7-0 2-0-8 32-8-4 8-1-4 41-2-0 8-5-12 -1-0-0 1-0-0 8-7-10 8-7-10 15-4-10 6-9-0 18-7-8 3-2-14 22-6-8 3-11-0 27-3-14 4-9-6 34-0-11 6-8-14 41-2-0 7-1-5 0-4-89-8-40-4-83-11-149-8-46.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-4], [5:0-3-0,0-2-0], [6:0-3-0,0-2-0], [8:0-3-0,Edge], [10:0-4-11,Edge], [11:0-4-0,0-3-0], [14:0-4-0,0-3-0], [15:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.94 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.49 0.21 0.29 (loc) 11 11-12 10 10-11 l/defl >999 >788 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 221 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-15: 2x6 SP No.2 WEDGE Right: 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 5-14 REACTIONS. (size)2=0-7-10, 15=0-7-10, 10=0-7-10 Max Horz 2=422(LC 11) Max Uplift 2=-604(LC 22), 15=-1182(LC 12), 10=-469(LC 12) Max Grav 2=127(LC 12), 15=2574(LC 1), 10=1019(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-916/1841, 3-4=-386/257, 4-5=-337/444, 5-6=-907/690, 6-7=-1597/972, 7-9=-2812/1589, 9-10=-3043/1664 BOT CHORD 2-15=-1610/937, 14-15=-1701/995, 13-14=-52/627, 12-13=-130/954, 11-12=-775/1819, 10-11=-1404/2695 WEBS 3-14=-843/1832, 4-14=-330/393, 7-12=-697/581, 3-15=-2015/1250, 5-13=-359/841, 6-13=-722/391, 7-11=-566/1028, 9-11=-350/392, 5-14=-877/319, 6-12=-637/1245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-7-8, Exterior(2E) 18-7-8 to 22-6-8, Exterior(2R) 22-6-8 to 31-0-5, Interior(1) 31-0-5 to 40-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 10 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 604 lb uplift at joint 2, 1182 lb uplift at joint 15 and 469 lb uplift at joint 10. June 21,2021 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 2926746 Truss A4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24417832 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-jqhdjc3QiTfSwZBH5eFIdsjAiX5_28zU39Sxzcz45Z3 Scale = 1:78.0 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 6x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 3x6 5x6 5x6 5x12 3x4 5x6 5x6 5x6 5x6 8-3-13 8-3-13 8-7-10 0-3-13 16-7-8 7-11-14 24-7-0 7-11-8 32-8-4 8-1-4 41-2-0 8-5-12 -1-0-0 1-0-0 4-6-12 4-6-12 8-7-10 4-0-14 16-7-8 7-11-14 24-6-8 7-11-0 24-7-0 0-0-8 29-11-8 5-4-8 35-4-8 5-5-0 41-2-0 5-9-8 0-4-88-8-40-4-83-11-148-8-46.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-4-0,Edge], [4:0-5-8,0-2-4], [5:0-3-0,0-2-0], [7:0-3-0,0-3-0], [8:0-4-11,Edge], [9:0-3-0,0-3-4], [11:0-3-0,0-3-0], [12:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.92 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.47 0.21 0.27 (loc) 9-10 9-10 8 9-10 l/defl >999 >815 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5,1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-12: 2x6 SP No.2 WEDGE Right: 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 3-11 REACTIONS. (size)2=0-7-10, 12=0-7-10, 8=0-7-10 Max Horz 2=378(LC 11) Max Uplift 2=-582(LC 22), 12=-1143(LC 12), 8=-478(LC 12) Max Grav 2=96(LC 12), 12=2509(LC 1), 8=1031(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-843/1719, 3-4=-601/411, 4-5=-1457/980, 5-6=-1698/1008, 6-7=-2776/1587, 7-8=-3083/1789 BOT CHORD 2-12=-1493/888, 11-12=-1582/946, 10-11=-96/542, 9-10=-1117/2197, 8-9=-1530/2742 WEBS 3-12=-1970/1282, 3-11=-862/1911, 4-11=-803/532, 6-10=-842/640, 6-9=-213/552, 7-9=-300/386, 5-10=-73/439, 4-10=-629/1247 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 16-7-8, Exterior(2E) 16-7-8 to 24-6-8, Exterior(2R) 24-6-8 to 33-0-5, Interior(1) 33-0-5 to 40-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 8 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 582 lb uplift at joint 2, 1143 lb uplift at joint 12 and 478 lb uplift at joint 8. June 21,2021 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 2926746 Truss A5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24417833 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-fCpN8I5gE4vAAsLgD3HmiHoT?Ko_W47nWTx12Uz45Z1 Scale = 1:77.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x6 5x8 3x6 5x12 5x6 5x6 3x8 3x4 5x12 2x4 2x4 8-3-13 8-3-13 8-7-10 0-3-13 14-7-8 5-11-14 22-9-0 8-1-8 26-5-0 3-8-0 33-8-0 7-3-0 41-2-0 7-6-0 -1-0-0 1-0-0 5-2-14 5-2-14 8-7-10 3-4-12 14-7-8 5-11-14 22-9-0 8-1-8 26-6-8 3-9-8 33-8-0 7-1-8 41-2-0 7-6-0 0-4-87-8-40-4-83-6-67-8-46.00 12 3.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-3-0], [5:0-6-0,0-2-8], [7:0-3-0,0-2-0], [8:0-4-0,0-3-0], [9:0-4-11,Edge], [14:0-10-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.89 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.46 0.21 0.28 (loc) 10-11 10-11 9 9-10 l/defl >999 >834 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 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* 4-14: 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 3-7-5 oc bracing. WEBS 1 Row at midpt 5-12, 8-11 REACTIONS. (size)2=0-7-10, 14=0-7-10, 9=0-7-10 Max Horz 2=335(LC 11) Max Uplift 2=-717(LC 22), 14=-1212(LC 12), 9=-463(LC 12) Max Grav 2=151(LC 12), 14=2668(LC 1), 9=997(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-865/1749, 3-4=-960/1970, 5-6=-1388/928, 6-7=-1584/1028, 7-8=-1848/1038, 8-9=-2987/1700 BOT CHORD 2-14=-1552/858, 13-14=-1820/1154, 12-13=-285/300, 11-12=-488/1410, 10-11=-1439/2622, 9-10=-1439/2639 WEBS 4-14=-1900/1164, 4-13=-927/1910, 5-13=-1061/671, 5-12=-827/1588, 6-12=-592/482, 6-11=-121/362, 7-11=-261/575, 8-11=-1149/832, 8-10=0/332, 3-14=-359/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-1-6, Interior(1) 5-1-6 to 14-7-8, Exterior(2R) 14-7-8 to 22-10-12, Interior(1) 22-10-12 to 26-6-8, Exterior(2R) 26-6-8 to 35-0-5, Interior(1) 35-0-5 to 40-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 9 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 717 lb uplift at joint 2, 1212 lb uplift at joint 14 and 463 lb uplift at joint 9. June 21,2021 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 2926746 Truss A6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24417834 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-cbx8Y_6xmi9uPAV2KUKEniusC8Tc_??4znQ86Nz45Z? Scale = 1:76.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 3x6 5x6 5x6 5x8 4x4 3x4 5x12 4x4 2x4 8-3-13 8-3-13 8-7-10 0-3-13 12-7-8 3-11-14 20-9-0 8-1-8 28-5-0 7-8-0 34-8-0 6-3-0 41-2-0 6-6-0 -1-0-0 1-0-0 8-7-10 8-7-10 12-7-8 3-11-14 20-9-0 8-1-8 28-6-8 7-9-8 34-8-0 6-1-8 41-2-0 6-6-0 0-4-86-8-40-4-83-0-66-8-46.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-5], [4:0-6-0,0-2-8], [6:0-3-0,0-2-0], [8:0-4-11,Edge], [13:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.88 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.48 0.20 0.28 (loc) 9-10 10-11 8 9-10 l/defl >999 >802 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-13: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS. (size)8=0-7-10, 2=0-7-10, 13=0-7-10 Max Horz 2=292(LC 11) Max Uplift 8=-456(LC 12), 2=-817(LC 22), 13=-1247(LC 12) Max Grav 8=971(LC 18), 2=179(LC 12), 13=2762(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1067/2158, 3-4=-157/609, 4-5=-1238/843, 5-6=-1785/1116, 6-7=-2052/1151, 7-8=-2926/1694 BOT CHORD 2-13=-1811/1080, 12-13=-1992/1191, 11-12=-682/533, 10-11=-471/1269, 9-10=-1438/2579, 8-9=-1440/2583 WEBS 3-13=-2142/1300, 3-12=-819/1747, 4-12=-1259/725, 4-11=-1027/1937, 5-11=-726/596, 5-10=-271/662, 6-10=-201/559, 7-10=-888/689, 7-9=0/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-7-8, Exterior(2R) 12-7-8 to 20-10-12, Interior(1) 20-10-12 to 28-6-8, Exterior(2R) 28-6-8 to 37-0-5, Interior(1) 37-0-5 to 40-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 8 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 456 lb uplift at joint 8, 817 lb uplift at joint 2 and 1247 lb uplift at joint 13. June 21,2021 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 2926746 Truss A7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24417835 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-0AcGB?8p2dXTGeEd0dtxPKWN7LYQBJ5Wgleoiiz45Yy Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 4x6 7x10 6x8 5x6 5x8 3x4 5x8 3x4 2x4 4x12 3x6 2x4 8-3-13 8-3-13 8-7-10 0-3-13 10-7-8 1-11-14 18-9-0 8-1-8 25-10-8 7-1-8 30-5-0 4-6-8 35-7-4 5-2-4 41-2-0 5-6-12 -1-0-0 1-0-0 5-2-14 5-2-14 8-7-10 3-4-12 10-7-8 1-11-14 14-6-7 3-10-15 18-9-0 4-2-9 25-10-8 7-1-8 28-2-8 2-4-0 35-7-4 7-4-12 41-2-0 5-6-12 0-4-85-8-46-10-40-4-82-6-65-8-46.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-14], [5:0-3-0,0-2-0], [11:0-4-11,Edge], [15:0-4-0,0-2-12], [17:0-7-4,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.68 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.39 0.19 0.27 (loc) 13-14 14-15 11 13-14 l/defl >999 >989 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 232 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-17,15-17: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-17: 2x6 SP No.2 WEDGE Right: 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 4-8-2 oc bracing. REACTIONS. (size)11=0-7-10, 2=0-7-10, 17=0-7-10 Max Horz 2=299(LC 11) Max Uplift 11=-433(LC 12), 2=-769(LC 1), 17=-1359(LC 12) Max Grav 11=925(LC 18), 2=268(LC 12), 17=2945(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1186/2247, 3-4=-1319/2475, 4-5=-725/1518, 5-6=-629/1361, 6-7=-742/502, 7-8=-1803/1156, 8-9=-2097/1350, 9-10=-2074/1213, 10-11=-2830/1738 BOT CHORD 2-17=-1929/1177, 16-17=-2348/1552, 15-16=-678/497, 14-15=-160/777, 13-14=-563/1366, 12-13=-1507/2514, 11-12=-1503/2512 WEBS 4-17=-2043/1189, 4-16=-960/1755, 5-16=-818/498, 7-15=-813/586, 7-14=-677/1166, 8-14=-1137/761, 9-14=-520/986, 9-13=-431/856, 10-13=-818/684, 6-16=-1308/850, 6-15=-727/1489, 3-17=-372/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-1-5, Interior(1) 5-1-5 to 10-7-8, Exterior(2R) 10-7-8 to 16-7-8, Interior(1) 16-7-8 to 28-2-8, Exterior(2R) 28-2-8 to 34-2-8, Interior(1) 34-2-8 to 40-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 11 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 433 lb uplift at joint 11, 769 lb uplift at joint 2 and 1359 lb uplift at joint 17. June 21,2021 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 2926746 Truss A8 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24417836 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-yYk1chA3aEoBVxN071vPUlbhD9ARfE8p727vnaz45Yw Scale = 1:77.8 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 16 17 18 1920 21 6x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 5x6 5x6 6x8 5x12 6x8 4x4 2x4 3x4 2x4 2x4 7x10 8-1-0 8-1-0 8-3-13 0-2-13 8-7-8 0-3-11 8-7-10 0-0-2 16-9-0 8-1-6 23-10-8 7-1-8 32-5-0 8-6-8 41-2-0 8-9-0 -1-0-0 1-0-0 4-6-11 4-6-11 8-1-0 3-6-5 8-7-8 0-6-8 12-8-4 4-0-12 16-9-0 4-0-12 23-10-8 7-1-8 28-2-8 4-4-0 32-5-0 4-2-8 35-10-4 3-5-4 41-2-0 5-3-12 42-2-0 1-0-0 0-4-84-8-46-10-40-4-82-0-64-8-46.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-0-2], [3:0-5-12,0-3-4], [6:0-4-0,0-2-8], [10:0-4-13,Edge], [14:0-5-4,0-2-8], [15:0-8-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.90 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.52 0.18 0.30 (loc) 12-13 12-13 10 12-13 l/defl >999 >743 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 228 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1, 3-6: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 12-14,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-15: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size)2=0-7-10, 10=0-7-10, 15=0-7-10 Max Horz 2=305(LC 11) Max Uplift 2=-915(LC 1), 10=-529(LC 12), 15=-1414(LC 12) Max Grav 2=321(LC 12), 10=973(LC 18), 15=3104(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1530/2841, 3-4=-1177/2356, 6-7=-2117/1346, 7-8=-2246/1533, 8-9=-2250/1358, 9-10=-2513/1561 BOT CHORD 2-15=-2442/1564, 14-15=-1480/952, 13-14=-856/1881, 12-13=-421/1140, 10-12=-1305/2237 WEBS 3-15=-1630/1097, 4-15=-1311/827, 4-14=-821/1682, 5-14=-385/336, 6-14=-1922/1086, 6-13=-621/553, 7-13=-632/1069, 7-12=-848/1324, 8-12=-259/357, 9-12=-284/318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-7-8, Exterior(2R) 8-7-8 to 14-7-8, Interior(1) 14-7-8 to 28-2-8, Exterior(2R) 28-2-8 to 34-2-8, Interior(1) 34-2-8 to 42-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 10 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 915 lb uplift at joint 2, 529 lb uplift at joint 10 and 1414 lb uplift at joint 15. June 21,2021 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 2926746 Truss A9 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T24417837 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-uxsn0NBK6r2vlFXOFSytZAg3kzz677W6aMc0rTz45Yu Scale = 1:79.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 6x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 4x6 7x10 7x10 5x8 6x8 4x6 2x4 7x10 2x4 2x4 6x8 5x8 3x4 NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED Special 1-6-66-6-0 6-6-0 8-3-13 1-9-13 8-7-10 0-3-13 14-9-0 6-1-6 21-9-0 7-0-0 28-2-8 6-5-8 34-5-0 6-2-8 41-2-0 6-9-0 -1-0-0 1-0-0 6-6-0 6-6-0 8-7-10 2-1-10 14-9-0 6-1-6 21-9-0 7-0-0 28-2-8 6-5-8 34-5-0 6-2-8 41-2-0 6-9-0 42-2-0 1-0-0 0-4-83-7-86-10-40-4-81-6-63-7-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-14], [3:0-5-4,0-3-0], [6:0-6-0,0-2-8], [11:0-4-0,0-3-8], [15:0-5-4,0-3-8], [16:0-7-4,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.44 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.32 0.10 0.23 (loc) 14 14 9 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 491 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-16: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 16=0-7-10, 9=0-7-10 Max Horz 2=303(LC 7) Max Uplift 2=-1477(LC 1), 16=-3000(LC 8), 9=-565(LC 8) Max Grav 2=660(LC 8), 16=5638(LC 1), 9=1029(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1861/3849, 3-4=-2345/4904, 4-5=-612/900, 5-6=-602/884, 6-7=-1518/743, 7-8=-1519/755, 8-9=-2976/1331 BOT CHORD 2-17=-3356/1777, 16-17=-3376/1783, 15-16=-5227/2736, 14-15=-1203/2805, 12-14=-1207/2795, 11-12=-1017/2496, 9-11=-1075/2646 WEBS 3-17=-121/483, 3-16=-2755/1395, 4-16=-1986/1258, 4-15=-2536/4956, 5-15=-506/422, 6-15=-3099/1398, 6-14=0/286, 6-12=-1567/881, 7-12=-383/951, 8-12=-1373/695, 8-11=-200/746 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1477 lb uplift at joint 2, 3000 lb uplift at joint 16 and 565 lb uplift at joint 9. 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. June 21,2021 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 2926746 Truss A9 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T24417837 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:37 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-uxsn0NBK6r2vlFXOFSytZAg3kzz677W6aMc0rTz45Yu NOTES- 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 12) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (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) 253 lb down and 146 lb up at 6-6-0, and 1167 lb down and 646 lb up at 15-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 7-10=-54, 2-16=-20, 15-16=-20, 11-15=-20, 9-11=-20 Concentrated Loads (lb) Vert: 3=-53(B) 17=-240(B) 18=-104(B) 19=-117(B) 20=-132(B) 22=-152(B) 24=-41(B) 25=-27(B) 26=-13(B) 28=-1167(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 2926746 Truss B1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24417838 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-N7Q9EjCyt9AmMP6boAT66ODDqMBdsdcFp0MZNvz45Yt Scale = 1:66.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 17 18 19 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 5x8 4x4 5x8 2x4 2x4 3x6 2x4 3x4 3x8 5x6 7x10 2x4 2x4 8-7-10 8-7-10 18-0-14 9-5-4 22-7-0 4-6-2 29-10-6 7-3-6 -1-0-0 1-0-0 8-7-10 8-7-10 13-4-4 4-8-10 18-0-14 4-8-10 18-7-0 0-6-2 22-7-0 4-0-0 29-10-6 7-3-6 0-4-89-8-06-0-52-5-149-8-06.00 12 3.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-2-8], [13:0-4-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.93 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.69 0.09 0.21 (loc) 13-14 13-14 9 2-14 l/defl >999 >509 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 13-14: 2x4 SP No.1, 6-11: 2x4 SP No.3 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 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 7-10, 8-9 REACTIONS. (size)2=0-7-10, 9=0-3-8 Max Horz 2=346(LC 12) Max Uplift 2=-584(LC 12), 9=-542(LC 12) Max Grav 2=1427(LC 17), 9=1270(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2244/999, 3-5=-2273/1199, 5-6=-1571/918, 6-7=-1374/894, 7-8=-947/577, 8-9=-1127/745 BOT CHORD 2-14=-1090/2107, 13-14=-1038/1937, 6-13=-174/434 WEBS 3-14=-458/433, 5-14=-187/438, 5-13=-521/428, 7-10=-930/601, 8-10=-464/1008, 10-13=-413/1016, 7-13=-582/1289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-7-0, Exterior(2E) 18-7-0 to 29-8-10 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 584 lb uplift at joint 2 and 542 lb uplift at joint 9. June 21,2021 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 2926746 Truss B2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24417839 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-rK_XR2DaeTIc_ZhnMt_LebmMZmZUb2OP2g57wMz45Ys Scale = 1:62.9 1 2 3 4 5 6 7 13 12 11 10 9 8 17 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 4x4 5x6 7x10 2x4 2x4 3x6 6x8 5x8 3x8 3x6 2x4 2x4 2x4 8-7-10 8-7-10 17-0-0 8-4-6 18-0-14 1-0-14 24-2-0 6-1-2 29-10-6 5-8-6 -1-0-0 1-0-0 4-6-12 4-6-12 8-7-10 4-0-14 12-9-13 4-2-3 17-0-0 4-2-3 18-0-14 1-0-14 24-2-0 6-1-2 29-10-6 5-8-6 0-4-88-10-86-0-52-4-58-10-86.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0-5-8,0-2-4], [6:0-6-0,0-2-8], [11:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.83 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.38 0.08 0.19 (loc) 2-13 2-13 8 2-13 l/defl >999 >932 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 205 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-10: 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 5-0-7 oc bracing. WEBS 1 Row at midpt 3-12, 6-9 REACTIONS. (size)2=0-7-10, 8=0-3-8 Max Horz 2=346(LC 12) Max Uplift 2=-587(LC 12), 8=-546(LC 12) Max Grav 2=1198(LC 17), 8=1086(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1887/1070, 3-4=-1503/989, 4-5=-1246/1003, 5-6=-1249/1007, 6-7=-733/529, 7-8=-1037/754 BOT CHORD 2-13=-1164/1770, 12-13=-1203/1842, 11-12=-846/1329, 5-11=-277/179 WEBS 3-13=-255/350, 3-12=-470/359, 4-12=-91/606, 9-11=-392/606, 6-11=-658/1032, 6-9=-694/588, 7-9=-516/836 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 29-8-10 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 587 lb uplift at joint 2 and 546 lb uplift at joint 8. June 21,2021 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 2926746 Truss B3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24417840 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-ni5IskFqA4YKDsrAUI0pk0rkmaEb3x8iV_aD_Ez45Yq Scale = 1:58.5 1 2 3 4 5 6 7 13 12 11 10 9 8 17 18 19 20 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 4x4 5x6 2x4 3x4 3x6 3x4 5x8 7x10 3x8 3x4 2x4 2x4 2x4 8-7-10 8-7-10 15-0-0 6-4-6 18-0-14 3-0-14 26-2-0 8-1-2 29-10-6 3-8-6 -1-0-0 1-0-0 4-6-12 4-6-12 8-7-10 4-0-14 15-0-0 6-4-6 18-0-14 3-0-14 26-2-0 8-1-2 29-10-6 3-8-6 0-4-87-10-86-0-52-4-57-10-86.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0-6-0,0-2-8], [6:0-6-0,0-2-8], [11:0-3-4,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.85 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.40 0.09 0.21 (loc) 2-13 2-13 8 2-13 l/defl >999 >884 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 199 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. Except: 5-5-0 oc bracing: 12-13 WEBS 1 Row at midpt 6-11 REACTIONS. (size)2=0-7-10, 8=0-3-8 Max Horz 2=346(LC 12) Max Uplift 2=-587(LC 12), 8=-546(LC 12) Max Grav 2=1196(LC 17), 8=1086(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1865/1054, 3-4=-1601/1049, 4-5=-1491/1120, 5-6=-1503/1138, 6-7=-577/401, 7-8=-1074/727 BOT CHORD 2-13=-1154/1711, 12-13=-1191/1775, 11-12=-928/1442, 5-11=-387/395 WEBS 3-13=-250/333, 3-12=-339/275, 4-12=-120/344, 4-11=-219/352, 9-11=-317/462, 6-11=-866/1259, 6-9=-752/644, 7-9=-562/906 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 26-2-0, Exterior(2E) 26-2-0 to 29-8-10 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 587 lb uplift at joint 2 and 546 lb uplift at joint 8. June 21,2021 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 2926746 Truss B4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24417841 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-Fvfg44FSxOgBr0QM1?X2GEOwZ_XpoMprkeKnWgz45Yp Scale = 1:55.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 21 22 23 24 25 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 2x4 4x4 5x6 2x4 2x4 6x8 3x4 3x4 7x10 3x6 5x8 2x4 2x4 2x4 8-7-10 8-7-10 13-0-0 4-4-6 18-0-14 5-0-14 23-1-7 5-0-9 28-2-0 5-0-9 29-10-6 1-8-6 -1-0-0 1-0-0 4-6-12 4-6-12 8-7-10 4-0-14 13-0-0 4-4-6 18-0-14 5-0-14 23-1-7 5-0-9 28-2-0 5-0-9 29-10-6 1-8-6 0-4-86-10-86-0-52-4-56-10-86.00 12 3.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [7:0-3-0,0-2-0], [12:0-3-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.98 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.45 0.11 0.20 (loc) 2-14 2-14 9 2-14 l/defl >999 >781 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-7-10, 9=0-3-8 Max Horz 2=346(LC 12) Max Uplift 2=-587(LC 12), 9=-546(LC 12) Max Grav 2=1411(LC 17), 9=1251(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2178/1029, 3-4=-2006/1080, 4-5=-2153/1234, 5-6=-2135/1227, 6-7=-1014/610 BOT CHORD 2-14=-1137/1975, 13-14=-1164/2043, 12-13=-990/1835, 5-12=-286/315, 9-10=-166/274 WEBS 3-14=-236/313, 3-13=-257/210, 4-13=-113/372, 4-12=-318/566, 10-12=-599/1115, 6-12=-828/1479, 6-10=-1207/843, 7-10=-643/1233, 7-9=-1141/724 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 28-2-0, Exterior(2E) 28-2-0 to 29-8-10 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 587 lb uplift at joint 2 and 546 lb uplift at joint 9. June 21,2021 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 2926746 Truss B5 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24417842 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-j5D2HQG5iho2TA_Ybj3HpRw2kNxaXuP_zI3K37z45Yo Scale = 1:53.9 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 5x6 ST1.5x8 STP ST1.5x8 STP 7x10 4x4 4x6 3x4 4x6 3x4 2x4 3x8 3x8 5-8-15 5-8-15 11-0-0 5-3-1 20-3-7 9-3-7 29-10-6 9-6-15 -1-0-0 1-0-0 5-8-15 5-8-15 11-0-0 5-3-1 20-3-7 9-3-7 29-10-6 9-6-15 0-4-85-10-86.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:0-3-0,0-2-7], [5:0-5-0,0-4-8], [7:Edge,0-3-8], [8:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.76 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.39 0.05 0.12 (loc) 7-8 7-8 7 8-10 l/defl >999 >903 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-9: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 1 Row at midpt 5-10, 6-8 REACTIONS. (size)7=0-3-8, 2=0-7-10 Max Horz 2=331(LC 12) Max Uplift 7=-543(LC 12), 2=-590(LC 12) Max Grav 7=1285(LC 17), 2=1411(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2372/1076, 3-4=-1908/919, 4-5=-1671/882, 5-6=-1626/841, 6-7=-1111/700 BOT CHORD 2-11=-1210/2120, 10-11=-1210/2120, 8-10=-857/1640 WEBS 3-10=-505/378, 4-10=-88/503, 5-8=-582/596, 6-8=-965/1844 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 29-8-10 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 543 lb uplift at joint 7 and 590 lb uplift at joint 2. June 21,2021 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 2926746 Truss B6 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24417843 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-BHnQUmHjT?wv4KZk9QaWLfTJ6nGVGMl8BypubZz45Yn Scale = 1:52.4 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 4x6 ST1.5x8 STP 3x6 3x6 3x6 3x6 3x6 3x8 2x4 3x4 3x4 3x4 3x6 9-0-0 9-0-0 16-0-1 7-0-1 22-10-5 6-10-5 29-10-6 7-0-1 -1-0-0 1-0-0 4-8-15 4-8-15 9-0-0 4-3-1 16-0-1 7-0-1 22-10-5 6-10-5 29-10-6 7-0-1 0-4-84-10-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.78 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.33 0.06 0.15 (loc) 2-13 2-13 9 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 160 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 3-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. WEBS 1 Row at midpt 5-13, 8-10 REACTIONS. (size)9=0-3-8, 2=0-7-10 Max Horz 2=281(LC 12) Max Uplift 9=-535(LC 12), 2=-598(LC 12) Max Grav 9=1086(LC 1), 2=1161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1927/1118, 3-4=-1717/988, 4-5=-1502/944, 5-7=-1795/1107, 7-8=-1314/757, 8-9=-1024/671 BOT CHORD 2-13=-1198/1685, 11-13=-1107/1795, 10-11=-757/1314 WEBS 3-13=-274/315, 4-13=-146/488, 5-13=-352/198, 5-11=-197/297, 7-11=-423/578, 7-10=-714/575, 8-10=-892/1551 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 29-8-10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 535 lb uplift at joint 9 and 598 lb uplift at joint 2. June 21,2021 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 2926746 Truss B7 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T24417844 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-8gvBvSIz?cAdKdj7Grc_Q4YZDbxKjATRfGI_gSz45Yl Scale = 1:53.9 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 8x10 5x12 3x8 7x10 3x6 6x8 6x8 6x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 14-5-1 7-5-1 21-11-13 7-6-13 29-10-6 7-10-9 -1-0-0 1-0-0 14-5-1 14-5-1 21-11-13 7-6-13 29-10-6 7-10-9 0-4-83-10-86.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-3-0,0-2-7], [4:0-3-8,0-3-0], [6:0-3-8,0-3-0], [9:0-3-8,0-3-8], [10:0-5-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.88 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.46 0.08 0.36 (loc) 9-10 9-10 8 9-10 l/defl >999 >767 n/a >974 L/d 360 240 n/a 240 PLATES MT20 Weight: 192 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 2-10: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-8: 2x6 SP No.2, 7-9,4-11,6-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. WEBS 1 Row at midpt 7-9, 4-11 REACTIONS. (size)8=0-3-8, 2=0-7-10 Max Horz 2=226(LC 25) Max Uplift 8=-1444(LC 8), 2=-1246(LC 8) Max Grav 8=2626(LC 29), 2=2299(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4407/2259, 3-4=-3829/2066, 4-6=-5431/2899, 6-7=-4206/2220, 7-8=-2416/1505 BOT CHORD 2-11=-2082/3883, 10-11=-2899/5431, 9-10=-2220/4206 WEBS 3-11=-409/1317, 7-9=-2348/4449, 4-11=-1847/915, 6-9=-1434/1146, 4-10=-181/470, 6-10=-745/1344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1444 lb uplift at joint 8 and 1246 lb uplift at joint 2. 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) 359 lb down and 381 lb up at 7-0-0 on top chord, and 320 lb down and 137 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 June 21,2021 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 2926746 Truss B7 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T24417844 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:46 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-8gvBvSIz?cAdKdj7Grc_Q4YZDbxKjATRfGI_gSz45Yl LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-171(F) 5=-107(F) 7=-139(F) 11=-307(F) 12=-107(F) 13=-107(F) 14=-107(F) 16=-107(F) 17=-107(F) 18=-107(F) 19=-107(F) 20=-107(F) 21=-107(F) 22=-119(F) 23=-57(F) 24=-57(F) 25=-57(F) 26=-57(F) 27=-57(F) 28=-57(F) 29=-57(F) 30=-57(F) 31=-57(F) 32=-57(F) 33=-61(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 2926746 Truss C1 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T24417845 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-csTZ7oJblwIUxnIJqZ7DzH5pI?GiSheauw1YCuz45Yk Scale = 1:36.5 1 2 3 4 5 6 7 11 10 9 8 13 12 14 15 16 17 18 4x4 ST1.5x8 STP ST1.5x8 STP 2x4 6x8 3x6 3x6 2x4 2x4 2x4 3x6 3x6 2x4 2x4 5-11-4 5-11-4 9-4-0 3-4-12 13-2-12 3-10-12 18-8-6 5-5-10 -1-0-0 1-0-0 5-11-4 5-11-4 8-1-8 2-2-4 8-1-13 0-0-5 9-4-0 1-2-3 13-2-12 3-10-12 18-8-6 5-5-10 0-4-85-0-86.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.94 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.72 0.03 0.43 (loc) 9-11 9-11 8 2-11 l/defl >493 >306 n/a >507 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-7: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-10: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-11,4-12: 2x4 SP No.2, 6-9: 2x4 SP M 31 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)8=0-2-12, 2=0-7-10 Max Horz 2=290(LC 12) Max Uplift 8=-306(LC 12), 2=-346(LC 12) Max Grav 8=938(LC 18), 2=1062(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1470/407, 3-4=-1221/500, 4-5=-340/142, 5-6=-278/132 BOT CHORD 2-11=-577/1247, 9-11=-577/1247, 8-9=-476/1061 WEBS 3-11=0/430, 4-13=-1162/618, 12-13=-1140/623, 9-12=0/642, 6-12=0/624, 6-8=-1441/637 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-4-0, Exterior(2R) 9-4-0 to 17-9-13, Interior(1) 17-9-13 to 18-6-10 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-13, 12-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 lb uplift at joint 8 and 346 lb uplift at joint 2. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. June 21,2021 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 2926746 Truss C2 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24417846 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-420xK7KDWEQLZxtWOGeSWVduTOcGBCfk6an5kKz45Yj Scale = 1:41.1 1 2 3 4 5 6 7 8 10 9 11 16 15 14 13 12 17 18 19 20 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x4 3x6 4x4 3x6 2x4 2x4 3x6 3x8 2x4 3x4 3x4 2x4 3x4 5-11-4 5-11-4 13-2-12 7-3-8 15-6-0 2-3-4 18-8-6 3-2-6 -1-0-0 1-0-0 5-11-4 5-11-4 8-1-8 2-2-4 8-9-5 0-7-13 9-7-0 0-9-11 10-4-11 0-9-11 11-0-8 0-7-13 13-2-12 2-2-4 15-6-0 2-3-4 18-8-6 3-2-6 0-4-84-2-85-2-04-2-86.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.85 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.57 0.02 0.33 (loc) 14-16 14-16 12 2-16 l/defl >594 >382 n/a >660 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-10: 2x4 SP No.1, 7-11: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-16,4-6,8-14: 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 7-0-8 oc bracing. REACTIONS. (size)12=0-2-12, 2=0-7-10 Max Horz 2=246(LC 12) Max Uplift 12=-305(LC 12), 2=-362(LC 12) Max Grav 12=912(LC 18), 2=1039(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1465/535, 3-4=-1196/628, 4-5=-333/1021, 5-6=-325/1015, 6-7=-1155/636, 7-8=-650/413, 8-10=-749/351, 7-9=-610/315, 9-11=-589/338, 11-12=-835/520 BOT CHORD 2-16=-649/1255, 14-16=-649/1255, 13-14=-364/565 WEBS 3-16=0/466, 4-6=-2380/1077, 8-14=0/314, 10-14=-357/865, 10-13=-1081/602, 9-10=-233/269, 11-13=-558/972 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-7-0, Exterior(2E) 9-7-0 to 11-5-9, Interior(1) 11-5-9 to 18-6-10 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-6 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-16 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 12 and 362 lb uplift at joint 2. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. June 21,2021 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 2926746 Truss C3 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24417847 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-YFaJYTLsHXYCB5Siy_Ah2iA6mozpwgmtLEWfGmz45Yi Scale = 1:41.1 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x12 3x4 3x6 4x4 3x6 2x4 2x4 3x8 3x8 3x4 3x4 2x4 5-11-4 5-11-4 13-2-12 7-3-8 15-6-0 2-3-4 18-8-6 3-2-6 -1-0-0 1-0-0 5-11-4 5-11-4 8-1-8 2-2-4 8-9-5 0-7-13 9-7-0 0-9-11 10-4-11 0-9-11 11-0-8 0-7-13 13-2-12 2-2-4 15-6-0 2-3-4 18-8-6 3-2-6 0-4-83-2-85-2-03-2-86.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [5:0-3-0,Edge], [7:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.83 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.64 0.02 0.29 (loc) 13-15 13-15 11 2-15 l/defl >529 >340 n/a >750 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 7-10: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-15,4-6,7-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing. REACTIONS. (size)11=0-2-12, 2=0-7-10 Max Horz 2=192(LC 12) Max Uplift 11=-283(LC 12), 2=-366(LC 12) Max Grav 11=911(LC 18), 2=1035(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1491/564, 3-4=-1193/642, 4-5=-493/1333, 5-6=-471/1291, 6-7=-1248/665, 7-8=-602/259, 7-9=-788/412, 9-10=-797/424, 10-11=-836/505 BOT CHORD 2-15=-605/1288, 13-15=-605/1288, 12-13=-427/800 WEBS 3-15=0/520, 4-6=-2726/1273, 7-13=0/403, 8-13=-258/546, 8-12=-1004/500, 10-12=-587/1109 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-7-0, Exterior(2E) 9-7-0 to 13-8-11, Interior(1) 13-8-11 to 18-6-10 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-15 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 lb uplift at joint 11 and 366 lb uplift at joint 2. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. June 21,2021 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 2926746 Truss C4 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24417848 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-0R8ilpMU2rh3oF1uVhhwbwjIpCJgf640auGCpDz45Yh Scale = 1:41.1 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 4x4 2x4 5x6 4x4 3x6 2x4 2x4 3x8 3x8 2x4 3x4 5-11-4 5-11-4 13-2-12 7-3-8 15-6-0 2-3-4 18-8-6 3-2-6 -1-0-0 1-0-0 5-11-4 5-11-4 8-1-8 2-2-4 8-9-5 0-7-13 9-7-0 0-9-11 10-4-11 0-9-11 11-0-8 0-7-13 13-2-12 2-2-4 15-6-0 2-3-4 18-8-6 3-2-6 0-4-82-2-85-2-02-2-86.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.79 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.64 0.03 0.29 (loc) 11-13 11-13 10 2-13 l/defl >525 >342 n/a >745 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 8-9: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-12: 2x4 SP No.1 WEBS 2x4 SP No.2 *Except* 9-10,8-11,8-10: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. REACTIONS. (size)10=0-2-12, 2=0-7-10 Max Horz 2=-181(LC 10) Max Uplift 10=-268(LC 12), 2=-370(LC 12) Max Grav 10=921(LC 19), 2=1032(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1519/573, 3-4=-1188/649, 4-5=-502/1276, 5-6=-479/1232, 6-7=-1219/671, 7-8=-1546/679 BOT CHORD 2-13=-542/1280, 11-13=-542/1280, 10-11=-664/1394 WEBS 3-13=0/517, 4-6=-2641/1290, 7-11=-56/646, 8-11=-307/190, 8-10=-1666/779 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-7-0, Exterior(2E) 9-7-0 to 15-6-0, Interior(1) 15-6-0 to 18-6-10 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 7-8, 4-6 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 lb uplift at joint 10 and 370 lb uplift at joint 2. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. June 21,2021 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 2926746 Truss C5 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24417849 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-Udi4y9M6p9pvQPc53OC977FSvcejOc8AoY?lLfz45Yg Scale = 1:41.1 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 2x4 5x6 4x6 3x6 2x4 2x4 3x8 3x8 2x4 4x4 5-11-4 5-11-4 13-2-12 7-3-8 17-6-0 4-3-4 18-8-6 1-2-6 -1-0-0 1-0-0 5-11-4 5-11-4 8-1-8 2-2-4 8-9-5 0-7-13 9-7-0 0-9-11 10-4-11 0-9-11 11-0-8 0-7-13 13-2-12 2-2-4 17-6-0 4-3-4 18-8-6 1-2-6 0-4-81-2-85-2-01-2-86.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.87 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.66 0.03 0.28 (loc) 11-13 11-13 10 13 l/defl >511 >329 n/a >786 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 8-9: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-12: 2x4 SP No.1 WEBS 2x4 SP No.2 *Except* 9-10,8-11,8-10: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing. REACTIONS. (size)10=0-2-12, 2=0-7-10 Max Horz 2=201(LC 11) Max Uplift 10=-253(LC 12), 2=-373(LC 12) Max Grav 10=968(LC 19), 2=1030(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1555/628, 3-4=-1211/683, 4-5=-558/1345, 5-6=-551/1292, 6-7=-1225/683, 7-8=-1535/647 BOT CHORD 2-13=-483/1297, 11-13=-483/1297, 10-11=-610/1247 WEBS 3-13=0/533, 4-6=-2716/1362, 7-11=0/505, 8-10=-1662/812 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-7-0, Exterior(2R) 9-7-0 to 15-7-0, Interior(1) 15-7-0 to 18-6-10 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 7-8, 4-6 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 10 and 373 lb uplift at joint 2. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. June 21,2021 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 2926746 Truss C6 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) T24417850 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-yqGSAVNkaSxm2YAHd6jOgLodD0zG73XJ1ClJt5z45Yf Scale = 1:37.2 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 3x6 4x6 3x6 3x8 3x8 2x4 2x4 2x4 2x4 5-11-4 5-11-4 13-2-12 7-3-8 19-2-0 5-11-4 -1-0-0 1-0-0 5-11-4 5-11-4 8-1-8 2-2-4 8-9-5 0-7-13 9-7-0 0-9-11 10-4-11 0-9-11 11-0-8 0-7-13 13-2-12 2-2-4 19-2-0 5-11-4 0-4-85-2-00-4-86.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [8:0-0-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.91 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.68 0.03 -0.26 (loc) 9-11 9-11 8 2-11 l/defl >507 >327 n/a >855 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 *Except* 2-10: 2x4 SP No.1 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. REACTIONS. (size)8=0-7-10, 2=0-7-10 Max Horz 2=223(LC 11) Max Uplift 8=-279(LC 12), 2=-383(LC 12) Max Grav 8=959(LC 19), 2=1035(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1596/667, 3-4=-1245/713, 4-5=-689/1389, 5-6=-670/1396, 6-7=-1241/728, 7-8=-1596/683 BOT CHORD 2-11=-454/1329, 9-11=-454/1329, 8-9=-454/1329 WEBS 4-6=-2793/1567, 7-9=0/549, 3-11=0/539 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-7-0, Exterior(2R) 9-7-0 to 15-7-0, Interior(1) 15-7-0 to 18-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 8 and 383 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. June 21,2021 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 2926746 Truss C7 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24417851 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-vCOCbBP_64BUHsKfkXlslmtywph5b_ecVWEPy_z45Yd Scale = 1:40.7 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x4 3x6 4x6 2x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED Special 7-0-0 7-0-0 12-2-0 5-2-0 19-2-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 12-2-0 5-2-0 19-2-0 7-0-0 20-2-0 1-0-0 0-4-83-10-85-2-00-4-83-10-86.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.82 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.18 0.07 (loc) 2-10 2-10 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 89 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 2-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-8 oc bracing. REACTIONS. (size)2=0-7-10, 6=0-7-10 Max Horz 2=-230(LC 23) Max Uplift 2=-842(LC 8), 6=-843(LC 8) Max Grav 2=1458(LC 29), 6=1456(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2589/1410, 3-4=-364/322, 3-5=-2120/1282, 4-5=-365/323, 5-6=-2585/1411 BOT CHORD 2-10=-1117/2382, 8-10=-1114/2350, 6-8=-1116/2279 WEBS 3-10=-47/643, 5-8=-84/636 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 842 lb uplift at joint 2 and 843 lb uplift at joint 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 320 lb down and 137 lb up at 7-0-0, and 320 lb down and 137 lb up at 12-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-7=-54, 2-6=-20 Concentrated Loads (lb) Vert: 3=-107(F) 5=-107(F) 9=-57(F) 10=-307(F) 8=-307(F) 11=-64(F) 12=-107(F) 13=-107(F) 14=-64(F) 15=-57(F) June 21,2021 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 2926746 Truss CJ1 Truss Type Corner Jack Qty 14 Ply 1 Job Reference (optional) T24417852 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-NPxboXPctNJLv0vsIEG5IzQH8DC3KUimjAzzUQz45Yc Scale = 1:7.2 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-80-10-80-5-130-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-8(LC 1), 2=-139(LC 12) Max Grav 3=23(LC 12), 2=128(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 139 lb uplift at joint 2. June 21,2021 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 2926746 Truss CJ3 Truss Type Corner Jack Qty 10 Ply 1 Job Reference (optional) T24417853 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-NPxboXPctNJLv0vsIEG5IzQGBDB?KUimjAzzUQz45Yc Scale = 1:12.2 1 2 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-81-10-81-5-131-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-56(LC 12), 2=-146(LC 12) Max Grav 3=72(LC 17), 2=191(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 146 lb uplift at joint 2. June 21,2021 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 2926746 Truss CJ5 Truss Type Corner Jack Qty 10 Ply 1 Job Reference (optional) T24417854 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-rbVz0tQFehRCXAU2syoKqBzKGdUK3xyvyqjW0tz45Yb Scale = 1:19.3 1 2 3 4 3x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-82-10-82-5-132-10-86.00 12 Plate Offsets (X,Y)-- [2:0-4-7,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.69 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=172(LC 12) Max Uplift 3=-126(LC 12), 2=-157(LC 12) Max Grav 3=147(LC 17), 2=261(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 3 and 157 lb uplift at joint 2. June 21,2021 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 2926746 Truss D1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24417855 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-Jn3LDCRtP?Z38K3EQfJZNOVXF1hHoAK2BUS4YJz45Ya Scale: 1/4"=1' 1 2 3 4 5 6 7 8131211109 14 15 3x6 ST1.5x8 STP 4x12 5x6 4x6 3x6 5x12 5x6 4x12 4x6 3x8 4x6 2x4 4-6-0 4-6-0 12-11-8 8-5-8 21-3-8 8-4-0 25-11-0 4-7-8 4-6-0 4-6-0 8-9-8 4-3-8 12-11-8 4-2-0 17-1-8 4-2-0 21-3-8 4-2-0 25-11-0 4-7-8 26-11-0 1-0-0 1-7-85-10-56-10-40-4-81-0-01-7-86.00 12 3.00 12 Plate Offsets (X,Y)-- [7:0-4-11,Edge], [12:0-5-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.86 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.44 0.13 0.26 (loc) 10-12 10-12 7 10-12 l/defl >999 >692 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-10 oc bracing. REACTIONS. (size)13=Mechanical, 7=0-7-10 Max Horz 13=248(LC 11) Max Uplift 13=-445(LC 12), 7=-549(LC 12) Max Grav 13=940(LC 1), 7=1015(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-890/596, 1-2=-2472/1524, 2-3=-2972/1896, 3-4=-1305/930, 4-5=-1303/920, 5-6=-2742/1817, 6-7=-2857/1710 BOT CHORD 12-13=-207/276, 10-12=-881/1594, 9-10=-861/1548, 7-9=-1429/2511 WEBS 1-12=-1520/2497, 2-12=-1506/1053, 3-12=-788/1360, 3-10=-636/586, 4-10=-580/910, 5-10=-630/570, 5-9=-702/1216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-6-0, Interior(1) 4-6-0 to 12-11-8, Exterior(2R) 12-11-8 to 18-11-8, Interior(1) 18-11-8 to 26-11-0 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 445 lb uplift at joint 13 and 549 lb uplift at joint 7. June 21,2021 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 2926746 Truss D2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24417856 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:48:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-n_djRYSVAIhwmTeRzNqowc2gSQ2lXdqCP8Cd5lz45YZ Scale = 1:48.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 3x6 4x12 4x6 4x4 4x4 2x4 6x8 2x4 2x4 4x12 4x4 3x4 5x8 7x10 3x4 2-6-0 2-6-0 8-10-11 6-4-11 15-3-6 6-4-11 19-10-15 4-7-9 24-6-8 4-7-9 26-7-0 2-0-8 2-6-0 2-6-0 7-8-12 5-2-12 12-11-8 5-2-12 15-3-6 2-3-14 19-10-15 4-7-9 24-6-8 4-7-9 26-7-0 2-0-8 1-1-86-2-90-6-136-8-81-0-120-5-151-7-86.00 12 Plate Offsets (X,Y)-- [12:0-4-12,Edge], [14:0-5-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.78 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.34 0.07 0.21 (loc) 12-13 13-14 9 13-14 l/defl >999 >920 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. REACTIONS. (size)15=Mechanical, 9=Mechanical Max Horz 15=241(LC 11) Max Uplift 15=-464(LC 12), 9=-462(LC 12) Max Grav 15=1126(LC 17), 9=1143(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1021/550, 1-2=-2611/1340, 2-3=-3275/1760, 3-4=-1972/1236, 4-5=-1739/1181, 5-6=-1713/1037, 6-7=-2140/1150 BOT CHORD 14-15=-179/318, 13-14=-1019/1989, 12-13=-553/1265, 5-12=-229/301, 9-10=-1406/2507 WEBS 1-14=-1335/2643, 2-14=-1609/956, 3-14=-630/1282, 3-13=-530/515, 4-13=-526/979, 4-12=-544/926, 10-12=-820/1705, 6-12=-525/310, 7-10=-639/462, 7-9=-2568/1517 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 2-6-0, Interior(1) 2-6-0 to 12-11-8, Exterior(2R) 12-11-8 to 18-11-8, Interior(1) 18-11-8 to 26-5-4 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 464 lb uplift at joint 15 and 462 lb uplift at joint 9. June 21,2021 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 2926746 Truss D3 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24417857 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-jMlUrETliwxe?nop5nsG?170bEj1?ZyVtRhk9ez45YX Scale = 1:53.4 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 21 22 23 24 3x6 ST1.5x8 STP 5x8 4x4 5x12 4x6 3x4 2x4 5x12 3x6 5x8 3x4 3x4 4x6 2x4 3x6 2x4 2x4 2x4 10-8-0 10-8-0 15-3-6 4-7-6 18-11-6 3-8-0 22-6-8 3-7-2 23-7-0 1-0-8 25-6-8 1-11-8 25-9-6 0-2-14 26-7-0 0-9-10 6-11-10 6-11-10 10-8-0 3-8-6 15-3-0 4-7-0 18-11-6 3-8-6 22-6-8 3-7-2 23-7-0 1-0-8 25-6-8 1-11-8 26-7-0 1-0-8 0-4-82-0-125-8-81-6-81-0-05-8-86.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-1], [3:0-6-0,0-2-8], [6:0-7-12,0-2-12], [17:0-5-0,0-2-4], [20:0-3-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.85 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.63 0.19 0.26 (loc) 1-20 1-20 10 15-16 l/defl >999 >492 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19: 2x4 SP No.3, 13-17,1-20: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-10,6-15,7-14: 2x6 SP No.2, 8-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-12 oc bracing. Except: 10-0-0 oc bracing: 17-19 REACTIONS. (size)1=0-7-10, 10=Mechanical Max Horz 1=-210(LC 10) Max Uplift 1=-453(LC 12), 10=-451(LC 12) Max Grav 1=971(LC 1), 10=982(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1620/1174, 2-3=-1359/1028, 3-4=-1424/1124, 4-5=-1628/1195, 5-6=-2351/1593, 6-7=-1216/839, 7-8=-1291/893, 8-9=-494/337, 9-10=-413/278 BOT CHORD 1-20=-1056/1430, 4-17=-283/488, 16-17=-1352/2088, 15-16=-2612/3875, 14-15=-2575/3853, 13-14=-658/964, 10-11=-236/346 WEBS 17-20=-693/1173, 3-17=-276/419, 5-17=-846/661, 5-16=-277/539, 6-16=-1827/1289, 7-14=-533/874, 2-20=-389/438, 11-13=-553/396, 8-13=-554/387, 6-14=-2736/1829 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 10-8-0, Exterior(2E) 10-8-0 to 15-3-0, Exterior(2R) 15-3-0 to 21-3-0, Interior(1) 21-3-0 to 25-6-8, Exterior(2E) 25-6-8 to 26-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 1 and 451 lb uplift at joint 10. June 21,2021 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 2926746 Truss D4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24417858 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-CZJs3aUNSD3VdxM0fVNVXEgD0e4vk2he65RHh4z45YW Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 5x8 ST1.5x8 STP 5x8 4x4 4x4 4x4 2x4 2x4 5x12 3x6 5x8 2x4 3x4 4x6 5x8 2x4 6x8 3x6 9-0-0 9-0-0 15-3-6 6-3-6 16-11-0 1-7-10 20-10-8 3-11-8 23-7-0 2-8-8 23-10-8 0-3-8 25-6-6 1-7-14 26-7-0 1-0-10 -1-0-0 1-0-0 4-8-15 4-8-15 9-0-0 4-3-1 15-3-6 6-3-6 16-11-0 1-7-10 20-10-8 3-11-8 23-10-8 3-0-0 25-6-6 1-7-14 26-7-0 1-0-10 0-4-82-10-124-10-81-6-81-0-04-10-86.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [6:0-6-0,0-2-8], [11:Edge,0-3-8], [16:0-3-0,0-2-4], [19:0-3-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.75 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.35 0.15 0.19 (loc) 2-19 2-19 11 17 l/defl >999 >898 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-11,9-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. Except: 10-0-0 oc bracing: 16-18 REACTIONS. (size)11=Mechanical, 2=0-7-10 Max Horz 2=-181(LC 10) Max Uplift 11=-454(LC 12), 2=-554(LC 12) Max Grav 11=975(LC 1), 2=1047(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1694/1272, 3-4=-1470/1080, 4-5=-1774/1405, 5-6=-1772/1396, 6-7=-1898/1361, 7-8=-1531/1088, 8-9=-1616/1109, 9-10=-577/413, 10-11=-740/529 BOT CHORD 2-19=-1161/1503, 5-16=-295/348, 15-16=-1078/1687, 14-15=-1875/2643, 13-14=-478/677, 11-12=-194/275 WEBS 3-19=-297/360, 16-19=-786/1145, 4-16=-421/638, 6-16=-258/290, 6-15=-275/554, 7-15=-1050/868, 8-14=-236/441, 7-14=-1274/1001, 9-14=-533/863 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 15-1-10, Interior(1) 15-1-10 to 16-11-0, Exterior(2E) 16-11-0 to 20-10-8, Interior(1) 20-10-8 to 23-10-8, Exterior(2E) 23-10-8 to 26-5-4 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 454 lb uplift at joint 11 and 554 lb uplift at joint 2. June 21,2021 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 2926746 Truss D5 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24417859 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-8xQcUGWe_rJCsFWOmwQzdflTWRiTCtpxZPwOmzz45YU Scale: 1/4"=1' 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 30 31 6x8 ST1.5x8 STP 6x8 3x6 3x4 3x4 8x12 3x8 2x4 5x12 3x8 4x4 5x12 3x8 4x6 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 11-1-11 4-1-11 15-3-6 4-1-11 21-11-0 6-7-10 23-7-0 1-8-0 25-6-6 1-11-6 26-7-0 1-0-10 -1-0-0 1-0-0 7-0-0 7-0-0 11-1-11 4-1-11 15-3-6 4-1-11 21-11-0 6-7-10 23-7-0 1-8-0 26-7-0 3-0-0 0-4-83-10-81-6-81-0-03-10-86.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-8], [4:0-3-8,0-1-8], [6:0-5-4,0-2-8], [9:Edge,0-3-0], [11:0-3-4,0-1-8], [16:0-5-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 1.00 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.56 0.21 0.40 (loc) 12-13 12-13 9 12-13 l/defl >999 >563 n/a >779 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-6: 2x6 SP No.2, 6-8: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-15: 2x4 SP No.3, 11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 13-16,8-9: 2x4 SP No.2, 7-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-6 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 6-13 REACTIONS. (size)9=Mechanical, 2=0-7-10 Max Horz 2=-135(LC 23) Max Uplift 9=-1095(LC 8), 2=-1125(LC 8) Max Grav 9=2023(LC 30), 2=2031(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3733/1974, 3-4=-4024/2228, 4-5=-5596/3087, 5-6=-5725/3153, 6-7=-3722/1993, 7-8=-1174/646, 8-9=-1966/1074 BOT CHORD 2-17=-1704/3304, 16-17=-1701/3283, 15-16=-164/265, 5-13=-620/593, 12-13=-1719/3284, 11-12=-1163/2094 WEBS 3-17=-70/585, 3-16=-579/1124, 4-16=-1476/947, 13-16=-2005/3906, 4-13=-1016/1858, 6-13=-1403/2638, 6-12=-15/381, 10-11=-1607/907, 7-11=-1413/801, 7-12=-629/1328, 8-10=-938/1676 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1095 lb uplift at joint 9 and 1125 lb uplift at joint 2. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 359 lb down and 381 lb up at 7-0-0 on top chord, and 320 lb down and 137 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 June 21,2021 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 2926746 Truss D5 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24417859 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:03 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-8xQcUGWe_rJCsFWOmwQzdflTWRiTCtpxZPwOmzz45YU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-8=-54, 2-15=-20, 14-15=-20, 11-13=-20, 9-10=-20 Concentrated Loads (lb) Vert: 3=-171(B) 15=-57(B) 5=-107(B) 17=-307(B) 16=-57(B) 4=-107(B) 18=-107(B) 19=-107(B) 21=-82(B) 22=-82(B) 23=-82(B) 24=-27(B) 25=-68(B) 26=-57(B) 27=-57(B) 28=-90(B) 29=-90(B) 30=-90(B) 31=-137(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 2926746 Truss EJ2 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T24417860 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-c7__hcWGl8R3UO5aKdxC9tIowrHqxYw4o3fxIPz45YT Scale = 1:9.9 1 2 3 4 2x4 ST1.5x8 STP 2-1-0 2-1-0 -1-0-0 1-0-0 2-1-0 2-1-0 0-4-81-5-01-0-51-5-06.00 12 Plate Offsets (X,Y)-- [2:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.03 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 2-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=93(LC 12) Max Uplift 3=-27(LC 9), 2=-151(LC 12) Max Grav 3=31(LC 17), 2=165(LC 17), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 151 lb uplift at joint 2. June 21,2021 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 2926746 Truss EJ6 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24417861 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-4KYNvxXuWSZw6YgnuLSRi4roAFW?g?AE0jPVqrz45YS Scale = 1:23.4 1 2 5 3 44x4 ST1.5x8 STP 6-6-0 6-6-0 -1-0-0 1-0-0 6-6-0 6-6-0 0-4-83-7-83-2-133-7-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.93 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >873 >436 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=212(LC 12) Max Uplift 3=-174(LC 12), 2=-169(LC 12) Max Grav 3=200(LC 17), 2=316(LC 17), 4=122(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-5-4 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 174 lb uplift at joint 3 and 169 lb uplift at joint 2. June 21,2021 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 2926746 Truss EJ7 Truss Type Jack-Open Qty 22 Ply 1 Job Reference (optional) T24417862 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-zMJJJ7n3avDy7nnpcFKM2VCQUjd?5VNKsU_647z45Y7 Scale = 1:24.9 1 2 5 3 44x6 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-83-10-83-5-133-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 -0.00 0.16 (loc) 2-4 2-4 3 2-4 l/defl >983 >438 n/a >499 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=225(LC 12) Max Uplift 3=-166(LC 12), 2=-174(LC 12) Max Grav 3=201(LC 17), 2=335(LC 17), 4=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 3 and 174 lb uplift at joint 2. June 21,2021 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 2926746 Truss EJ61 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24417863 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-4KYNvxXuWSZw6YgnuLSRi4roTFZDg_4E0jPVqrz45YS Scale = 1:21.9 1 2 3 6 7 4 5 6x8 ST1.5x8 STP 4x12 2x4 1-1-8 1-1-8 6-6-0 5-4-8 -1-0-0 1-0-0 1-1-8 1-1-8 2-3-8 1-2-0 6-6-0 4-2-8 0-4-83-7-83-6-13-2-130-3-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [6:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.91 0.28 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.14 -0.07 0.25 (loc) 6 6 5 6 l/defl >858 >525 n/a >296 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=210(LC 12) Max Uplift 4=-170(LC 12), 2=-167(LC 12) Max Grav 4=214(LC 17), 2=316(LC 17), 5=95(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-5-4 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) 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 170 lb uplift at joint 4 and 167 lb uplift at joint 2. June 21,2021 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 2926746 Truss EJ62 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24417864 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-FRjXCignwqyMwF0u1890ePoruhLVlxcrYxZajiz45YH Scale = 1:23.7 1 2 3 6 5 7 4 3x6 ST1.5x8 STP 3x6 3x4 5x6 3x4 3x4 3-1-8 3-1-8 6-6-0 3-4-8 -1-0-0 1-0-0 3-1-8 3-1-8 6-6-0 3-4-8 0-4-83-7-83-0-13-2-130-7-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-7-7,0-0-3], [2:0-0-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.17 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.01 0.02 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-6: 2x6 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 7-3-1 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=210(LC 12) Max Uplift 4=-76(LC 12), 2=-169(LC 12), 5=-64(LC 12) Max Grav 4=88(LC 17), 2=313(LC 17), 5=169(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-479/472 BOT CHORD 2-6=-708/542, 5-6=-668/497 WEBS 3-5=-526/707 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) 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 76 lb uplift at joint 4, 169 lb uplift at joint 2 and 64 lb uplift at joint 5. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. June 21,2021 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 2926746 Truss EJ63 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24417865 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-cPWQFQkwlNaf00usqikBLSVY_i0mQEPaiDHLPwz45YC Scale = 1:21.9 1 2 3 6 4 5 6x8 ST1.5x8 STP 5x6 2x4 5-1-8 5-1-8 6-6-0 1-4-8 -1-0-0 1-0-0 5-1-8 5-1-8 6-6-0 1-4-8 0-4-83-7-82-6-13-2-131-1-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.88 0.29 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 -0.06 0.23 (loc) 6 6 5 6 l/defl >872 >532 n/a >316 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 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=210(LC 12) Max Uplift 4=-152(LC 12), 2=-167(LC 12) Max Grav 4=249(LC 17), 2=316(LC 17), 5=26(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-3-4, Interior(1) 5-3-4 to 6-5-4 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) 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 152 lb uplift at joint 4 and 167 lb uplift at joint 2. June 21,2021 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 2926746 Truss EJ64 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T24417866 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-YneAg5lAH_rNGJ2Ex7nfQta_mVhmu0at9WmSToz45YA Scale = 1:24.5 1 2 3 5 4 6 7 8 3x8 ST1.5x8 STP 5x6 3x6 3x6 6x8 3x6 Special Special 3-6-0 3-6-0 6-6-0 3-0-0 3-6-0 3-6-0 6-6-0 3-0-0 0-4-83-7-82-2-121-6-61-4-126.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-5-7,0-0-4], [4:0-3-0,0-0-3], [4:0-2-8,0-4-0], [5:0-3-9,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.38 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 0.01 0.05 (loc) 5 1-5 6 1-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing. REACTIONS. (size)1=0-7-10, 6=Mechanical Max Horz 1=166(LC 8) Max Uplift 1=-505(LC 8), 6=-626(LC 8) Max Grav 1=1111(LC 1), 6=1187(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2648/1257, 2-3=-313/124, 3-4=-631/1242 BOT CHORD 1-5=-1325/2514, 4-5=-1282/2414 WEBS 2-5=-629/1353, 2-4=-2040/1087, 3-6=-1215/641 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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 505 lb uplift at joint 1 and 626 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1036 lb down and 484 lb up at 2-6-12, and 920 lb down and 465 lb up at 4-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 7=-953(B) 8=-920(B) June 21,2021 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 2926746 Truss EJ71 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T24417867 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-nWhaZAsq9lz5riEzzWRmImSTn8elVDsCEQRQInz45Y1 Scale = 1:24.9 1 2 3 7 6 8 4 5 3x4 ST1.5x8 STP 2x4 4x6 3x4 2-7-10 2-7-10 3-1-10 0-6-0 7-0-0 3-10-6 -1-0-0 1-0-0 3-1-10 3-1-10 7-0-0 3-10-6 0-4-83-10-82-10-83-5-131-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-15,0-0-1], [6:0-0-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.71 0.84 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 -0.07 0.21 (loc) 5-6 5-6 5 5-6 l/defl >999 >448 n/a >376 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: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=225(LC 12) Max Uplift 4=-129(LC 12), 2=-165(LC 12), 5=-23(LC 12) Max Grav 4=167(LC 17), 2=352(LC 17), 5=137(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-348/204 BOT CHORD 2-7=-488/382, 3-6=-382/488 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 4, 165 lb uplift at joint 2 and 23 lb uplift at joint 5. June 21,2021 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 2926746 Truss EJ72 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24417868 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-8UUTcuwy_HcOxT7wm31y?q9MG9MOAS_xNi9By_z45Xy Scale = 1:22.3 1 2 3 4 9 8 7 10 5 6 4x4 ST1.5x8 STP 3x6 2x4 3x6 2x4 2x4 2-7-10 2-7-10 3-1-10 0-6-0 5-9-8 2-7-14 7-0-0 1-2-8 -1-0-0 1-0-0 3-1-10 3-1-10 5-9-8 2-7-14 7-0-0 1-2-8 0-4-83-3-42-3-42-11-121-0-03-3-46.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-3], [8:0-0-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.81 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 -0.08 0.25 (loc) 7-8 7-8 6 7-8 l/defl >843 >422 n/a >320 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 *Except* 8-9: 2x6 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)5=Mechanical, 2=0-7-10, 6=Mechanical Max Horz 2=195(LC 12) Max Uplift 5=-43(LC 12), 2=-188(LC 12), 6=-99(LC 12) Max Grav 5=81(LC 17), 2=339(LC 17), 6=179(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/221 BOT CHORD 2-9=-416/326, 3-8=-319/398 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-9-8, Exterior(2E) 5-9-8 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 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 43 lb uplift at joint 5, 188 lb uplift at joint 2 and 99 lb uplift at joint 6. June 21,2021 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 2926746 Truss EJ73 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24417869 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-cg2rqExblbkFZdi7JmYBX1iaOYjuvwX5cMukURz45Xx Scale = 1:18.3 1 2 3 4 9 8 7 5 6 4x6 ST1.5x8 STP 3x6 2x4 3x6 2x4 2x4 2-7-10 2-7-10 3-1-10 0-6-0 3-9-8 0-7-14 7-0-0 3-2-8 -1-0-0 1-0-0 3-1-10 3-1-10 3-9-8 0-7-14 7-0-0 3-2-8 0-4-82-3-41-3-41-11-121-0-02-3-46.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-3], [8:0-0-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.73 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 -0.14 0.24 (loc) 7 7 5 7 l/defl >773 >399 n/a >326 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* 8-9: 2x6 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)5=Mechanical, 2=0-7-10, 6=Mechanical Max Horz 2=142(LC 12) Max Uplift 5=-87(LC 12), 2=-209(LC 12), 6=-34(LC 12) Max Grav 5=122(LC 1), 2=334(LC 17), 6=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-331/302 BOT CHORD 2-9=-373/327, 3-8=-320/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 87 lb uplift at joint 5, 209 lb uplift at joint 2 and 34 lb uplift at joint 6. June 21,2021 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 2926746 Truss G1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T24417870 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-VRHMgb_5pqEg2E?uYcc7ittB9A53rWGgX_sydCz45Xt Scale = 1:26.0 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 21 22 23 24 25 4x4 ST1.5x8 STP ST1.5x8 STP 5x12 3x8 3x8 3x6 3x6 3x4 3x4 4x12 3x6 HTU26 LUS24 LUS24 LUS26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2-1-0 2-1-0 5-5-9 3-4-9 8-8-7 3-2-13 12-1-0 3-4-9 14-2-0 2-1-0 -1-0-0 1-0-0 2-1-0 2-1-0 5-5-9 3-4-9 8-8-7 3-2-13 12-1-0 3-4-9 14-2-0 2-1-0 0-4-81-5-00-4-81-5-06.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [6:0-10-0,0-2-8], [7:0-1-12,0-1-8], [8:0-4-8,0-1-8], [9:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.65 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.32 0.04 0.25 (loc) 9-10 9-10 7 9-10 l/defl >929 >502 n/a >646 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 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 3-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. REACTIONS. (size)7=0-7-10, 2=0-7-10 Max Horz 2=60(LC 7) Max Uplift 7=-1880(LC 8), 2=-1254(LC 8) Max Grav 7=3636(LC 1), 2=2200(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4123/2196, 3-4=-3824/2054, 4-5=-9250/4949, 5-6=-10694/5627, 6-7=-6864/3549 BOT CHORD 2-11=-1901/3557, 10-11=-4915/9250, 9-10=-5574/10694, 8-9=-3164/6187, 7-8=-3044/5927 WEBS 3-11=-949/1923, 4-11=-5702/3052, 4-10=-804/1593, 5-10=-1524/722, 5-9=-273/398, 6-9=-2542/4728, 6-8=-860/1861 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: 2x6 - 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1880 lb uplift at joint 7 and 1254 lb uplift at joint 2. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie LUS24 (4-SD9112 Girder, 2-SD9212 Truss, Single Ply Girder) or equivalent spaced at 1-8-0 oc max. starting at 9-0-12 from the left end to 10-8-12 to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 12-8-12 from the left end to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber.Continued on page 2 June 21,2021 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 2926746 Truss G1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T24417870 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:42 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-VRHMgb_5pqEg2E?uYcc7ittB9A53rWGgX_sydCz45Xt NOTES- 14) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 2-7=-20 Concentrated Loads (lb) Vert: 3=30(B) 6=30(B) 20=-1954(F) 22=-955(F) 23=-962(F) 25=-953(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 2926746 Truss HJ2 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T24417871 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-v0zUId0_5lcFvikTEkAqKWVouNGj2547Dx5cEXz45Xq Scale = 1:9.8 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 0-4-81-4-124.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.30 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=0-10-7, 4=Mechanical Max Horz 2=92(LC 8) Max Uplift 3=-50(LC 14), 2=-224(LC 8) Max Grav 3=71(LC 24), 2=195(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 3 and 224 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=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) June 21,2021 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 2926746 Truss HJ6 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24417872 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-rP5FjJ2EdMsz8?urL9CIPxa5CBsyWxUPhFajIPz45Xo Scale = 1:22.8 1 2 3 7 6 5 8 9 10 4 11 12 13 3x4 2x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-8-14 4-8-14 9-1-9 4-4-11 -1-5-0 1-5-0 4-8-14 4-8-14 9-1-9 4-4-11 0-4-83-7-44.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.41 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.01 -0.03 (loc) 6-7 6-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=211(LC 8) Max Uplift 4=-145(LC 8), 2=-315(LC 8), 6=-117(LC 8) Max Grav 4=150(LC 28), 2=412(LC 1), 6=291(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-693/257 BOT CHORD 2-7=-340/570, 6-7=-340/570 WEBS 3-6=-616/368 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 4, 315 lb uplift at joint 2 and 117 lb uplift at joint 6. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-76(F=-38, B=-38) 13=-36(F=-18, B=-18) June 21,2021 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 2926746 Truss HJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T24417873 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-ooC?8_3U9z6hNJ1ETaEmUMfQ7_Xz_poi8Z3qNIz45Xm Scale = 1:24.5 1 2 3 7 6 5 8 9 10 4 11 12 13 3x4 2x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-8-14 4-8-14 9-10-1 5-1-3 -1-5-0 1-5-0 4-8-14 4-8-14 9-10-1 5-1-3 0-4-83-10-44.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.50 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 -0.03 (loc) 6-7 6-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=224(LC 8) Max Uplift 4=-151(LC 8), 2=-331(LC 8), 6=-121(LC 8) Max Grav 4=161(LC 28), 2=444(LC 1), 6=303(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-771/287 BOT CHORD 2-7=-410/686, 6-7=-410/686 WEBS 3-7=0/271, 3-6=-728/435 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 151 lb uplift at joint 4, 331 lb uplift at joint 2 and 121 lb uplift at joint 6. 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=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-76(F=-38, B=-38) 13=-36(F=-18, B=-18) June 21,2021 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 2926746 Truss K1 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T24417874 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-kAKlYg5khbMPddBda?HEZnkmhoG1SoH?btYxSAz45Xk Scale = 1:23.7 1 2 3 4 5 6 4x6 ST1.5x8 STP ST1.5x8 STP 4x4 4x4 2x4 5-0-0 5-0-0 10-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 11-0-0 1-0-0 0-4-82-10-80-4-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.27 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.01 0.03 (loc) 2-6 4-6 4 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 4=0-7-10 Max Horz 2=130(LC 11) Max Uplift 2=-262(LC 12), 4=-262(LC 12) Max Grav 2=418(LC 1), 4=418(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-455/479, 3-4=-455/504 BOT CHORD 2-6=-241/363, 4-6=-241/363 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 lb uplift at joint 2 and 262 lb uplift at joint 4. June 21,2021 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 2926746 Truss K2 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T24417875 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-CMu8m06NSuUGEnmp8ioT6_H00CeGBFt8qXHU_dz45Xj Scale = 1:22.7 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-0-0 10-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 11-0-0 1-0-0 0-4-82-10-80-4-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.08 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-0-0. (lb) - Max Horz 2=-130(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-139(LC 12), 6=-139(LC 12), 10=-127(LC 12), 8=-127(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=263(LC 17), 8=261(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-194/414, 5-8=-193/420 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 139 lb uplift at joint 2, 139 lb uplift at joint 6, 127 lb uplift at joint 10 and 127 lb uplift at joint 8. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. June 21,2021 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 2926746 Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24417876 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:49:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-cxaGO28Flptq6EVOprLAjdvWTPe3Ob8bWVW8byz45Xg Scale: 3/4"=1' 1 2 3 4 3x4 4x4 3x4 2x4 0-0-8 0-0-8 8-0-0 7-11-8 4-0-0 4-0-0 8-0-0 4-0-0 0-0-42-0-00-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.23 0.20 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-0, 3=7-11-0, 4=7-11-0 Max Horz 1=73(LC 11) Max Uplift 1=-62(LC 12), 3=-62(LC 12), 4=-112(LC 12) Max Grav 1=115(LC 17), 3=125(LC 18), 4=276(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-167/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 62 lb uplift at joint 1, 62 lb uplift at joint 3 and 112 lb uplift at joint 4. June 21,2021 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 2926746 Truss V2 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T24417877 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:50:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-o3kQioG99CFGwwrVyf2lgxsRorPTTbHC2jgDTpz45XV Scale = 1:7.7 1 2 3 2x4 3x6 2x4 0-0-8 0-0-8 4-0-0 3-11-8 2-0-0 2-0-0 4-0-0 2-0-0 0-0-41-0-00-0-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.15 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=3-11-0, 3=3-11-0 Max Horz 1=30(LC 11) Max Uplift 1=-48(LC 12), 3=-48(LC 12) Max Grav 1=101(LC 1), 3=101(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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 48 lb uplift at joint 1 and 48 lb uplift at joint 3. June 21,2021 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 2926746 Truss V3 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24417878 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:50:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-zAvb0ZP2ZaejkcAc6SlKdGpHWHAnYY4qawrJMgz45XK Scale = 1:20.1 1 2 3 4 5 8 7 62x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 0-0-8 0-0-8 10-11-0 10-10-8 5-5-8 5-5-8 10-11-0 5-5-8 0-0-42-8-120-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.17 0.12 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: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-10-0. (lb) - Max Horz 1=105(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-172(LC 12), 8=-172(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=311(LC 18), 8=312(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-216/350, 2-8=-216/415 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 6=172, 8=172. June 21,2021 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 2926746 Truss V4 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T24417879 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 21 09:50:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-sy85rxSZdo88DEUOLIpGn6_ytuXBUMjQVYpWVRz45XG Scale = 1:14.3 1 2 3 4 2x4 4x6 2x4 2x4 0-0-8 0-0-8 6-11-0 6-10-8 3-5-8 3-5-8 6-11-0 3-5-8 0-0-41-8-120-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.14 0.08 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: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-10-0, 3=6-10-0, 4=6-10-0 Max Horz 1=62(LC 11) Max Uplift 1=-67(LC 12), 3=-67(LC 12), 4=-65(LC 12) Max Grav 1=106(LC 17), 3=115(LC 18), 4=208(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-139/275 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. June 21,2021 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