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HomeMy WebLinkAboutapprojved 3.1 Trusscut6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 55 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 August 02, 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, JuliusMy license renewal date for the state of Florida is February 28, 2023. 2988431 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 designparameters 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: FY792Customer: SYNERGY HOMES Project Name: 2988431 Subdivision: .Address: 2637 DYER ROAD State: FLCity: PORT SAINT LUCIE Model: VERONA II Florida COA: 6634 No. Seal# Truss Name Date 1 T24884106 A1 8/2/2021 2 T24884107 A2 8/2/2021 3 T24884108 A3 8/2/2021 4 T24884109 A4 8/2/2021 5 T24884110 A5 8/2/2021 6 T24884111 B1 8/2/2021 7 T24884112 B2 8/2/2021 8 T24884113 B3 8/2/2021 9 T24884114 B4 8/2/2021 10 T24884115 B5 8/2/2021 11 T24884116 B6 8/2/2021 12 T24884117 B7 8/2/2021 13 T24884118 C1 8/2/2021 14 T24884119 C2 8/2/2021 15 T24884120 C3 8/2/2021 16 T24884121 C4 8/2/2021 17 T24884122 C5 8/2/2021 18 T24884123 CJ1 8/2/2021 19 T24884124 CJ3 8/2/2021 20 T24884125 CJ5 8/2/2021 No. Seal# Truss Name Date 21 T24884126 D1 8/2/2021 22 T24884127 D2 8/2/2021 23 T24884128 D3 8/2/2021 24 T24884129 D4 8/2/2021 25 T24884130 D5 8/2/2021 26 T24884131 EJ3 8/2/2021 27 T24884132 EJ5 8/2/2021 28 T24884133 EJ7 8/2/2021 29 T24884134 EJ52 8/2/2021 30 T24884135 G1 8/2/2021 31 T24884136 G2 8/2/2021 32 T24884137 G3 8/2/2021 33 T24884138 G4 8/2/2021 34 T24884139 G5 8/2/2021 35 T24884140 G6 8/2/2021 36 T24884141 G7 8/2/2021 37 T24884142 G8 8/2/2021 38 T24884143 HJ3 8/2/2021 39 T24884144 HJ5 8/2/2021 40 T24884145 HJ7 8/2/2021 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2988431 - 2 of 2 Site Information: Lot/Block: FY792 Project Customer: SYNERGY HOMES Project Name: 2988431 Subdivision: .Address: 2637 DYER ROAD State: FLCity, County: PORT SAINT LUCIE No. Seal# Truss Name Date 41 T24884146 HJ51 8/2/2021 42 T24884147 L1 8/2/2021 43 T24884148 L2 8/2/2021 44 T24884149 V1 8/2/2021 45 T24884150 V2 8/2/2021 46 T24884151 V3 8/2/2021 47 T24884152 V4 8/2/2021 48 T24884153 V5 8/2/2021 49 T24884154 V6 8/2/2021 50 T24884155 V7 8/2/2021 51 T24884156 V8 8/2/2021 52 T24884157 V9 8/2/2021 53 T24884158 V10 8/2/2021 54 T24884159 V11 8/2/2021 55 T24884160 V12 8/2/2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss A1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24884106 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-icoyj?Dvo73dBMsgV0M2bjLPV7MRpFqz4_wjAnyrwRU Scale = 1:87.5 1 2 3 4 5 6 7 8 9 10 11 1213 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 3x8 4x6 3x4 5x12 2x4 4x6 5x6 3x6 4x4 2x4 3x6 4x6 3x6 2x4 5x12 6x8 3x6 7-6-0 7-6-0 15-0-0 7-6-0 20-2-8 5-2-8 20-6-0 0-3-8 24-5-0 3-11-0 30-4-0 5-11-0 33-4-0 3-0-0 33-8-0 0-4-0 39-0-10 5-4-10 45-4-0 6-3-6 -1-0-0 1-0-0 7-6-0 7-6-0 15-0-0 7-6-0 20-2-8 5-2-8 20-6-0 0-3-8 24-5-0 3-11-0 25-5-0 1-0-0 30-4-0 4-11-0 33-4-0 3-0-0 33-8-0 0-4-0 39-0-10 5-4-10 45-4-0 6-3-6 46-4-0 1-0-0 0-4-86-7-80-4-83-4-81-9-116-7-85.00 12 2.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-4], [5:0-2-12,0-1-8], [8:0-4-8,0-2-4], [15:0-3-8,0-3-0], [18:0-5-4,0-2-8], [20:0-7-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.91 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.46 0.11 0.28 (loc) 19-20 19-20 12 19-20 l/defl >999 >876 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 258 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-8: 2x6 SP No.2, 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-21: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 20-22,9-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. WEBS 1 Row at midpt 8-18, 20-22, 9-15 REACTIONS. (size)2=0-8-0, 12=0-8-0, 15=0-8-0 Max Horz 2=305(LC 11) Max Uplift 2=-807(LC 12), 12=-393(LC 12), 15=-840(LC 12) Max Grav 2=1603(LC 17), 12=621(LC 18), 15=2099(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3036/1796, 3-5=-3215/2013, 5-6=-3263/2075, 6-7=-3302/2149, 7-8=-3323/2170, 8-9=-1088/899, 9-11=-70/271, 11-12=-729/489 BOT CHORD 2-22=-1520/2890, 5-20=-167/475, 19-20=-1522/3065, 18-19=-1637/3324, 17-18=-424/1012, 14-15=-288/575, 12-14=-288/575 WEBS 3-22=-585/479, 5-19=-231/566, 6-19=-374/264, 7-18=-383/396, 8-17=-1011/563, 9-17=-666/1490, 11-14=0/276, 8-18=-1437/2596, 20-22=-1576/2944, 3-20=-11/353, 11-15=-768/409, 15-16=-1760/971, 9-16=-1714/958 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 14-10-4, Exterior(2R) 14-10-4 to 20-10-4, Interior(1) 20-10-4 to 30-4-0, Exterior(2R) 30-4-0 to 36-4-0, Interior(1) 36-4-0 to 46-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=807, 12=393, 15=840. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss A2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24884107 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-e?wj8hFAKlJLQf03dROWg8Rkpx2vHB1GXIPpFgyrwRS Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 1112 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x8 3x8 4x6 2x4 5x6 2x4 4x6 3x6 5x6 2x4 5x8 3x6 3x6 3x6 2x4 6x8 7x10 2x4 7-6-07-6-0 13-4-85-10-8 15-0-01-7-8 18-10-83-10-8 22-6-03-7-8 24-5-01-11-0 28-4-03-11-0 33-4-05-0-0 33-8-00-4-0 39-0-105-4-10 45-4-06-3-6 -1-0-0 1-0-0 7-6-0 7-6-0 13-4-8 5-10-8 15-0-0 1-7-8 18-10-8 3-10-8 22-6-0 3-7-8 28-4-0 5-10-0 33-4-0 5-0-0 39-0-10 5-8-10 45-4-0 6-3-6 46-4-0 1-0-0 0-4-85-11-67-5-80-4-83-4-87-5-85.00 12 2.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [6:0-3-0,0-2-4], [7:0-5-12,0-2-8], [14:0-3-8,0-3-0], [20:0-6-8,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.91 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.55 0.09 0.36 (loc) 17-18 17-18 11 17-18 l/defl >999 >733 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 246 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 17-20: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 8-14,20-23: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-4-4 oc bracing. WEBS 1 Row at midpt 8-14, 20-23 REACTIONS. (size)2=0-8-0, 11=0-8-0, 14=0-8-0 Max Horz 2=-349(LC 10) Max Uplift 2=-805(LC 12), 11=-386(LC 12), 14=-849(LC 12) Max Grav 2=1599(LC 17), 11=614(LC 18), 14=2109(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3040/1905, 3-4=-3217/2115, 4-5=-3668/2521, 5-6=-4108/2869, 6-7=-2439/1771, 7-8=-1602/1198, 8-10=-66/285, 10-11=-708/459 BOT CHORD 2-23=-1661/2927, 19-20=-1671/3112, 18-19=-1680/3135, 17-18=-1422/2711, 16-17=-634/1415, 13-14=-258/555, 11-13=-258/555 WEBS 3-23=-617/501, 4-20=-169/424, 4-18=-547/882, 5-18=-1860/1357, 6-17=-337/327, 7-17=-871/1556, 7-16=-811/503, 8-16=-850/1756, 10-13=0/276, 14-15=-1777/1010, 8-15=-1694/1010, 10-14=-749/395, 6-18=-1279/1937, 20-23=-1704/3004 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 13-4-8, Exterior(2E) 13-4-8 to 18-10-8, Interior(1) 18-10-8 to 22-6-0, Exterior(2E) 22-6-0 to 28-4-0, Exterior(2R) 28-4-0 to 34-4-0, Interior(1) 34-4-0 to 46-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=805, 11=386, 14=849. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss A3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24884108 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-6BU5L1Fo52RC2pbFB9vlDLzxSLRv0dIPmy9Nn6yrwRR Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 1314 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 30 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 5x6 5x8 3x8 4x6 3x4 4x6 2x4 4x6 3x6 2x4 5x12 4x12 4x6 5x8 3x8 3x6 3x6 2x4 6x8 8x12 5-7-105-7-10 11-4-85-8-14 15-0-03-7-8 16-10-81-10-8 24-5-07-6-8 26-4-01-11-0 33-4-07-0-0 33-8-00-4-0 39-0-105-4-10 45-4-06-3-6 -1-0-0 1-0-0 5-7-10 5-7-10 11-4-8 5-8-14 15-0-0 3-7-8 16-10-8 1-10-8 20-4-4 3-5-12 24-6-0 4-1-12 26-4-0 1-10-0 33-4-0 7-0-0 39-0-10 5-8-10 45-4-0 6-3-6 46-4-0 1-0-0 0-4-85-1-68-3-80-4-83-4-81-9-118-3-85.00 12 2.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [8:0-3-0,0-2-4], [9:0-5-4,0-2-4], [16:0-3-8,0-3-0], [19:0-3-8,0-2-8], [21:0-7-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.73 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.66 0.10 0.43 (loc) 20 19-20 13 20 l/defl >999 >604 n/a >941 L/d 360 240 n/a 240 PLATES MT20 Weight: 254 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-22: 2x4 SP No.3, 19-21: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-16: 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 4-0-10 oc bracing. WEBS 1 Row at midpt 10-16 REACTIONS. (size)2=0-8-0, 13=0-8-0, 16=0-8-0 Max Horz 2=388(LC 11) Max Uplift 2=-801(LC 12), 13=-376(LC 12), 16=-863(LC 12) Max Grav 2=1588(LC 17), 13=601(LC 18), 16=2125(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3103/1920, 3-4=-2511/1640, 4-5=-4020/2623, 5-6=-4401/2824, 6-7=-4908/3176, 7-8=-2268/1540, 8-9=-2019/1473, 9-10=-1887/1259, 10-12=-58/297, 12-13=-667/426 BOT CHORD 2-24=-1724/3032, 23-24=-1724/3032, 5-21=-705/398, 20-21=-2343/4278, 19-20=-1830/3435, 18-19=-662/1707, 15-16=-226/514, 13-15=-226/514 WEBS 3-23=-669/470, 4-23=-962/577, 5-20=-313/626, 6-20=-2009/1321, 7-20=-1196/2022, 7-19=-1496/1094, 8-19=-477/722, 9-19=-649/1189, 9-18=-647/410, 10-18=-837/1986, 12-15=0/277, 16-17=-1811/998, 10-17=-1713/1006, 12-16=-705/359, 21-23=-1420/2654, 4-21=-1355/2387 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 11-4-8, Exterior(2E) 11-4-8 to 16-10-8, Interior(1) 16-10-8 to 24-6-0, Exterior(2E) 24-6-0 to 26-4-0, Exterior(2R) 26-4-0 to 32-4-0, Interior(1) 32-4-0 to 46-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=801, 13=376, 16=863. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss A4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24884109 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-aN2TZMGQsMZ3fzASksQ_lZW4Qljyl4ZZ?cuwJYyrwRQ Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 1213 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 7x10 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 5x6 3x8 4x6 5x12 2x4 4x6 4x12 2x4 3x6 3x8 3x6 2x4 2x4 7x10 6x8 3x6 4x6 9-4-89-4-8 14-10-85-6-0 15-0-00-1-8 20-2-85-2-8 24-5-04-2-8 33-5-09-0-0 33-8-80-3-8 39-1-25-4-10 45-4-06-2-14 -1-0-0 1-0-0 4-7-10 4-7-10 9-4-8 4-8-14 14-10-8 5-6-0 15-0-0 0-1-8 17-7-15 2-7-15 20-2-8 2-6-9 25-5-0 5-2-8 33-5-0 8-0-0 39-1-2 5-8-2 45-4-0 6-2-14 46-4-0 1-0-0 0-4-84-3-68-8-10-4-83-4-84-3-65.00 12 2.00 12 Plate Offsets (X,Y)-- [4:0-8-4,0-2-12], [15:0-3-8,0-3-0], [20:0-3-12,Edge], [23:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 1.00 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.80 0.11 0.52 (loc) 17-18 17-18 12 21 l/defl >999 >499 n/a >776 L/d 360 240 n/a 240 PLATES MT20 Weight: 241 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP M 31, 8-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 18-20,17-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-20,9-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 9-18, 5-22, 9-15 REACTIONS. (size)2=0-8-0, 12=0-8-0, 15=0-7-0 Max Horz 2=-406(LC 10) Max Uplift 2=-798(LC 12), 12=-365(LC 12), 15=-873(LC 12) Max Grav 2=1579(LC 17), 12=584(LC 18), 15=2152(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3027/1944, 3-4=-2717/1659, 4-5=-5326/3228, 5-6=-5870/3578, 6-7=-3572/2202, 7-8=-2263/1423, 8-9=-2074/1289, 9-11=-44/319, 11-12=-623/398 BOT CHORD 2-23=-1748/2990, 19-20=-2250/4411, 18-19=-1707/3538, 17-18=-263/173, 14-15=-200/472, 12-14=-200/472 WEBS 3-23=-371/423, 4-23=-547/368, 7-18=-1583/1059, 8-18=-641/1247, 9-18=-849/2197, 11-14=0/277, 5-20=-2492/1570, 20-23=-1366/2678, 4-20=-1754/3153, 15-17=-1846/1002, 9-17=-1720/1019, 11-15=-671/336, 7-19=-568/1058, 6-19=-1200/759, 6-20=-1232/1990 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 9-4-8, Exterior(2E) 9-4-8 to 14-10-8, Interior(1) 14-10-8 to 25-5-0, Exterior(2R) 25-5-0 to 31-5-0, Interior(1) 31-5-0 to 46-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=798, 12=365, 15=873. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24884110 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-Xm9E_2IgOzpnvHJqsHSSq_bQ_YP1D_msSwN1ORyrwRO Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 1112 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 5x6 3x8 4x6 3x4 3x4 5x12 2x4 4x6 2x4 8x10 7x10 5x8 3x8 3x6 2x4 6x8 2x4 7-4-87-4-8 12-10-85-6-0 15-0-02-1-8 20-2-85-2-8 24-5-04-2-8 33-5-09-0-0 33-8-80-3-8 39-1-25-4-10 45-4-06-2-14 -1-0-0 1-0-0 7-4-8 7-4-8 12-10-8 5-6-0 15-0-0 2-1-8 20-2-8 5-2-8 25-5-0 5-2-8 33-5-0 8-0-0 39-1-2 5-8-2 45-4-0 6-2-14 46-4-0 1-0-0 0-4-83-5-68-8-10-4-83-4-81-9-113-5-65.00 12 2.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [6:0-3-6,0-2-0], [14:0-3-8,0-3-0], [17:0-6-0,0-2-12], [19:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.90 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.89 0.09 0.61 (loc) 19 18-19 11 19 l/defl >999 >449 n/a >662 L/d 360 240 n/a 240 PLATES MT20 Weight: 235 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP M 31, 7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-20: 2x4 SP No.3, 16-17: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 19-21: 2x4 SP No.1, 8-14,6-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. WEBS 1 Row at midpt 8-17, 8-14, 6-19 REACTIONS. (size)2=0-8-0, 11=0-8-0, 14=0-7-0 Max Horz 2=406(LC 11) Max Uplift 2=-797(LC 12), 11=-361(LC 12), 14=-879(LC 12) Max Grav 2=1569(LC 17), 11=578(LC 18), 14=2162(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2977/1725, 3-4=-3551/2170, 4-5=-5881/3398, 5-6=-6022/3538, 6-7=-2253/1400, 7-8=-2056/1263, 8-10=-37/339, 10-11=-608/390 BOT CHORD 2-22=-1486/2845, 21-22=-1486/2854, 5-19=-291/226, 18-19=-1689/3576, 17-18=-1685/3575, 16-17=-290/184, 13-14=-192/459, 11-13=-192/459 WEBS 3-22=0/296, 3-21=-628/1064, 4-21=-3681/2052, 19-21=-2591/4915, 4-19=-1017/2131, 6-17=-1636/1065, 7-17=-634/1264, 8-17=-835/2216, 10-13=0/277, 14-16=-1856/1004, 8-16=-1726/1019, 10-14=-670/336, 6-19=-1670/2846 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 7-4-8, Exterior(2E) 7-4-8 to 12-10-8, Interior(1) 12-10-8 to 25-5-0, Exterior(2R) 25-5-0 to 31-5-0, Interior(1) 31-5-0 to 46-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=797, 11=361, 14=879. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss B1 Truss Type ROOF SPECIAL Qty 4 Ply 1 Job Reference (optional) T24884111 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-?yjcBOJI9HxeWRu0Q__hNB8ddylwyRp?ha7awtyrwRN Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 2x4 2x4 6x8 2x4 4x6 5x8 7x10 3x6 5x6 3x6 3x4 2x4 6x8 5-2-95-2-9 9-6-04-3-7 18-11-09-5-0 27-10-08-11-0 28-2-00-4-0 33-6-105-4-10 39-10-06-3-6 5-2-9 5-2-9 9-6-0 4-3-7 14-9-13 5-3-13 19-11-0 5-1-3 27-10-0 7-11-0 28-2-0 0-4-0 33-6-10 5-4-10 39-10-0 6-3-6 40-10-0 1-0-0 0-4-88-8-10-4-83-4-81-9-115.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-0-2], [13:0-3-8,0-3-0], [16:0-2-8,Edge], [18:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.92 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.73 0.09 0.29 (loc) 14-15 15-16 10 15-16 l/defl >991 >456 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* 6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 4-17: 2x4 SP No.3, 15-16: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-13 REACTIONS. (size)1=0-8-0, 10=0-8-0, 13=0-8-0 Max Horz 1=-400(LC 10) Max Uplift 1=-576(LC 12), 10=-382(LC 12), 13=-744(LC 12) Max Grav 1=1258(LC 17), 10=616(LC 18), 13=1857(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2573/1445, 2-4=-3977/2067, 4-5=-4114/2217, 5-6=-1826/1118, 6-7=-1705/1023, 7-9=-87/278, 9-10=-699/456 BOT CHORD 1-18=-1173/2568, 4-16=-391/299, 15-16=-1160/2720, 12-13=-252/542, 10-12=-252/542 WEBS 2-18=-984/528, 16-18=-1218/2725, 2-16=-528/1301, 5-16=-826/1652, 5-15=-1077/759, 6-15=-431/969, 7-15=-521/1750, 9-12=0/278, 13-14=-1553/830, 7-14=-1451/858, 9-13=-677/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 19-11-0, Exterior(2R) 19-11-0 to 25-11-0, Interior(1) 25-11-0 to 40-10-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=576, 10=382, 13=744. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss B2 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T24884112 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-T8H_OkJxwb3V8aTDziVwwPgn1M5XhvR8wEs8SKyrwRM Scale = 1:72.9 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 5x6 WB ST1.5x8 STP ST1.5x8 STP 5x6 4x6 5x6 3x4 2x4 6x8 7x10 6x8 6x8 8x10 3x8 3x4 3x4 2x4 6x8 5-2-95-2-9 9-6-04-3-7 18-11-09-5-0 26-4-127-5-12 32-8-46-3-8 39-10-07-1-12 -1-0-0 1-0-0 5-2-9 5-2-9 9-6-0 4-3-7 14-9-13 5-3-13 19-11-0 5-1-3 26-4-12 6-5-12 32-8-4 6-3-8 39-10-0 7-1-12 40-10-0 1-0-0 0-4-88-8-10-4-83-4-81-9-115.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-0-1], [5:0-3-0,Edge], [9:0-3-0,Edge], [11:0-4-3,Edge], [14:0-5-0,0-4-12], [15:0-4-0,0-4-0], [16:0-3-0,0-4-4], [18:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.96 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -1.08 0.52 0.65 (loc) 15-16 15-16 11 15-16 l/defl >999 >435 n/a >718 L/d 360 240 n/a 240 PLATES MT20 Weight: 234 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 4-17: 2x4 SP No.3, 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 16-18,7-15: 2x4 SP No.2 OTHERS 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 8-15 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=406(LC 11) Max Uplift 2=-909(LC 12), 11=-909(LC 12) Max Grav 2=1860(LC 1), 11=1860(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3844/2024, 3-4=-6311/3286, 4-6=-6405/3433, 6-7=-4227/2275, 7-8=-3673/1997, 8-10=-4973/2649, 10-11=-5803/2975 BOT CHORD 2-18=-1732/3635, 4-16=-381/291, 15-16=-2265/4776, 14-15=-2184/4580, 13-14=-2631/5302, 11-13=-2630/5295 WEBS 3-18=-1479/792, 16-18=-1763/3769, 3-16=-1087/2352, 6-16=-823/1753, 6-15=-1116/790, 7-15=-1319/2657, 8-15=-1455/891, 8-14=-94/471, 10-14=-880/502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 5-2-9, Interior(1) 5-2-9 to 19-11-0, Exterior(2R) 19-11-0 to 25-11-0, Interior(1) 25-11-0 to 40-10-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 11 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=909, 11=909. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss B3 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T24884113 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-xLrMc4KZhuBMmk2PXP09ScDxkmQkQMmI8uch?myrwRL Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 5x6 WB ST1.5x8 STP ST1.5x8 STP 5x6 4x6 5x6 3x4 2x4 6x8 7x10 6x8 6x8 8x10 3x8 3x4 3x4 2x4 6x8 5-2-95-2-9 9-6-04-3-7 18-11-09-5-0 26-4-127-5-12 32-8-46-3-8 39-10-07-1-12 5-2-9 5-2-9 9-6-0 4-3-7 14-9-13 5-3-13 19-11-0 5-1-3 26-4-12 6-5-12 32-8-4 6-3-8 39-10-0 7-1-12 40-10-0 1-0-0 0-4-88-7-140-4-83-4-81-9-115.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-0-1], [4:0-3-0,Edge], [8:0-3-0,Edge], [10:0-4-3,Edge], [13:0-5-0,0-4-12], [14:0-4-0,0-4-0], [15:0-3-0,0-4-4], [17:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.96 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -1.08 0.52 0.66 (loc) 14-15 14-15 10 14-15 l/defl >999 >434 n/a >712 L/d 360 240 n/a 240 PLATES MT20 Weight: 232 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 3-16: 2x4 SP No.3, 10-13: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 15-17,6-14: 2x4 SP No.2 OTHERS 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 7-14 REACTIONS. (size)1=0-8-0, 10=0-8-0 Max Horz 1=-399(LC 10) Max Uplift 1=-792(LC 12), 10=-911(LC 12) Max Grav 1=1761(LC 1), 10=1861(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3881/2058, 2-3=-6337/3231, 3-5=-6431/3386, 5-6=-4235/2197, 6-7=-3680/1893, 7-9=-4980/2584, 9-10=-5810/2931 BOT CHORD 1-17=-1755/3670, 3-15=-380/304, 14-15=-2137/4789, 13-14=-2118/4587, 12-13=-2592/5308, 10-12=-2590/5301 WEBS 2-17=-1478/783, 15-17=-1788/3808, 2-15=-1032/2341, 5-15=-868/1768, 5-14=-1122/769, 6-14=-1272/2664, 7-14=-1455/879, 7-13=-95/471, 9-13=-880/509 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 19-11-0, Exterior(2R) 19-11-0 to 28-4-13, Interior(1) 28-4-13 to 40-10-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 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) 1=792, 10=911. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss B4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24884114 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-tjz71mMpDWS3?2Cofq2dX1IJFZ7quGPbcC5o3eyrwRJ Scale = 1:72.5 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 5x6 ST1.5x8 STP 5x8 4x6 4x6 3x4 2x4 5x12 6x8 6x8 5x8 8x12 6x8 2x4 5x8 2x4 4x4 3x4 4x4 2x4 6x8 4-0-04-0-0 6-1-02-1-0 10-0-33-11-3 13-11-53-11-3 18-11-04-11-11 21-11-83-0-8 30-6-158-7-7 39-10-09-3-1 4-0-0 4-0-0 6-1-0 2-1-0 10-0-3 3-11-3 13-11-5 3-11-3 17-10-8 3-11-3 21-11-8 4-1-0 27-9-1 5-9-9 33-6-11 5-9-9 39-10-0 6-3-5 40-10-0 1-0-0 0-4-87-9-140-4-83-4-81-2-137-9-145.00 12 2.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-3-4], [6:0-3-0,0-2-4], [7:0-5-12,0-2-8], [9:0-3-0,Edge], [11:0-4-3,Edge], [16:0-5-9,0-2-8], [19:0-5-0,Edge], [21:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.92 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -1.10 0.56 0.72 (loc) 16-17 16-17 11 16-17 l/defl >966 >428 n/a >655 L/d 360 240 n/a 240 PLATES MT20 Weight: 234 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-6,6-7: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 1-20: 2x4 SP No.2, 3-20: 2x4 SP No.1, 14-16: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 19-21,2-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)1=Mechanical, 11=0-8-0 Max Horz 1=-362(LC 10) Max Uplift 1=-797(LC 12), 11=-916(LC 12) Max Grav 1=1773(LC 1), 11=1874(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3998/2178, 2-3=-7374/3890, 3-4=-7404/3966, 4-5=-5329/2858, 5-6=-5321/2994, 6-7=-4259/2352, 7-8=-4204/2275, 8-10=-5464/2892, 10-11=-5860/3151 BOT CHORD 1-21=-1888/3786, 20-21=-256/483, 18-19=-2984/6187, 17-18=-2970/6166, 16-17=-1774/4148, 15-16=-1669/3864, 13-15=-2387/4779, 11-13=-2806/5356 WEBS 2-21=-2268/1183, 19-21=-1975/3997, 2-19=-1568/3272, 4-18=-63/287, 4-17=-1267/717, 5-17=-310/312, 6-17=-842/1422, 6-16=-333/841, 7-16=-370/894, 7-15=-341/765, 8-15=-1126/754, 8-13=-113/575, 10-13=-424/414, 4-19=-663/1172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 5-11-4, Interior(1) 5-11-4 to 17-10-8, Exterior(2E) 17-10-8 to 21-11-8, Exterior(2R) 21-11-8 to 30-5-5, Interior(1) 30-5-5 to 40-10-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=797, 11=916. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss B5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24884115 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-MwXVE6MR_pawdCn_CYZs4FrR?zStdhakqsqLb5yrwRI Scale = 1:72.5 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 6x8 ST1.5x8 STP 6x8 5x6 WB 4x6 3x4 2x4 7x10 6x8 5x6 6x8 6x8 2x4 4x4 2x4 4x4 3x4 4x4 2x4 10x14 6x8 4-0-04-0-0 6-1-02-1-0 13-11-57-10-5 15-10-81-11-3 18-11-03-0-8 23-11-85-0-8 30-6-156-7-7 39-10-09-3-1 4-0-0 4-0-0 6-1-0 2-1-0 10-0-3 3-11-3 13-11-5 3-11-3 15-10-8 1-11-3 18-11-0 3-0-8 19-11-0 1-0-0 23-11-8 4-0-8 27-9-1 3-9-9 33-6-11 5-9-9 39-10-0 6-3-5 40-10-0 1-0-0 0-4-86-11-140-4-83-4-81-2-136-11-145.00 12 2.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-3-4], [5:0-4-0,0-2-2], [7:0-4-0,0-2-2], [9:0-3-0,Edge], [11:0-5-11,Edge], [16:0-4-12,0-4-12], [19:0-5-0,0-5-4], [21:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.93 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -1.13 0.58 0.73 (loc) 16 16 11 16 l/defl >941 >419 n/a >644 L/d 360 240 n/a 240 PLATES MT20 Weight: 238 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 5-7: 2x6 SP No.2, 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 1-20: 2x4 SP No.2, 3-20: 2x4 SP No.1, 14-16: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-19,19-21: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)1=Mechanical, 11=0-8-0 Max Horz 1=-321(LC 10) Max Uplift 1=-797(LC 12), 11=-916(LC 12) Max Grav 1=1773(LC 1), 11=1874(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3999/2225, 2-3=-7310/3998, 3-4=-7303/4051, 4-5=-5045/2772, 5-6=-5499/3087, 6-7=-5484/3073, 7-8=-4586/2620, 8-10=-5432/2998, 10-11=-5850/3298 BOT CHORD 1-21=-1932/3757, 20-21=-271/503, 18-19=-3122/6141, 17-18=-3116/6132, 16-17=-2164/4627, 15-16=-2002/4228, 13-15=-2453/4770, 11-13=-2945/5347 WEBS 2-21=-2238/1206, 4-18=-1/290, 5-17=-324/702, 5-16=-735/1372, 6-16=-352/305, 7-15=-350/697, 4-17=-1549/946, 8-15=-735/515, 8-13=-127/498, 10-13=-457/433, 4-19=-617/1086, 2-19=-1621/3207, 19-21=-2010/3938, 7-16=-822/1665 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 5-11-4, Interior(1) 5-11-4 to 15-10-8, Exterior(2E) 15-10-8 to 23-11-8, Exterior(2R) 23-11-8 to 32-5-5, Interior(1) 32-5-5 to 40-10-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=797, 11=916.August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss B6 Truss Type Hip Qty 1 Ply 2 Job Reference (optional) T24884116 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-q65tSRN3l7inFMMAmF55dSOllNpMMA7u3Wav8XyrwRH Scale = 1:71.2 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 1312 23 24 25 26 27 28 3x6 ST1.5x8 STP 5x8 5x8 5x6 2x4 4x6 5x8 4x6 2x4 3x6 3x6 3x8 5x12 4x4 3x4 3x4 2x4 7x10 6x8 2x4 3x6 4-0-04-0-0 6-1-02-1-0 9-11-123-10-12 13-10-83-10-12 18-11-05-0-8 23-9-04-10-0 25-11-82-2-8 32-7-66-7-14 39-10-07-2-10 4-0-0 4-0-0 6-1-0 2-1-0 9-11-12 3-10-12 13-10-8 3-10-12 18-9-12 4-11-4 23-9-0 4-11-4 25-11-8 2-2-8 32-7-6 6-7-14 39-10-0 7-2-10 40-10-0 1-0-0 0-4-86-1-140-4-83-4-81-2-132-6-136-1-145.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-0-6,0-0-2], [5:0-5-12,0-2-8], [8:0-5-12,0-2-0], [9:0-3-0,0-3-0], [16:0-5-8,0-5-12], [17:0-3-0,0-2-8], [20:0-6-4,Edge], [22:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.85 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.84 0.44 0.54 (loc) 17 17 10 17 l/defl >999 >565 n/a >881 L/d 360 240 n/a 240 PLATES MT20 Weight: 429 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-21,7-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 10=0-8-0 Max Horz 1=-284(LC 10) Max Uplift 1=-797(LC 12), 10=-916(LC 12) Max Grav 1=1773(LC 1), 10=1874(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3998/2226, 2-3=-7423/4100, 3-4=-6149/3403, 4-5=-5250/2883, 5-6=-7038/3878, 6-7=-7023/3864, 7-8=-5020/2861, 8-9=-3033/1792, 9-10=-3789/2116 BOT CHORD 1-22=-1931/3716, 21-22=-176/314, 3-20=-318/656, 19-20=-3789/7275, 18-19=-2931/5765, 17-18=-2317/4891, 16-17=-2503/5167, 7-16=-1174/687, 12-14=-1811/3373, 10-12=-1810/3378 WEBS 2-22=-2304/1254, 20-22=-2121/4105, 2-20=-1718/3304, 3-19=-1536/872, 4-19=-162/424, 4-18=-1051/670, 5-18=-320/669, 5-17=-1310/2472, 6-17=-355/341, 7-17=-1084/2191, 14-16=-2037/4274, 8-16=-2188/4496, 8-14=-3015/1466, 9-14=-868/562, 9-12=0/297 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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) 0-0-12 to 5-11-4, Interior(1) 5-11-4 to 13-10-8, Exterior(2R) 13-10-8 to 22-4-5, Interior(1) 22-4-5 to 25-11-8, Exterior(2R) 25-11-8 to 34-5-5, Interior(1) 34-5-5 to 40-10-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=797, 10=916. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss B7 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T24884117 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-mVCds7PKGkyVUfVZug7ZitT_MAcdq1VAXq3?CQyrwRF Scale = 1:71.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 5x8 ST1.5x8 STP 5x8 7x10 5x8 8x12 4x12 8x10 3x4 3x6 6x8 4x6 5x12 5x12 8x10 4x6 4x4 4x4 4x6 HHUS26-2 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 6-2-106-2-10 11-10-85-7-14 17-2-45-3-12 22-7-125-5-8 27-11-85-3-12 31-11-84-0-0 39-10-07-10-8 -1-0-0 1-0-0 6-2-10 6-2-10 17-2-4 10-11-10 22-7-12 5-5-8 31-11-8 9-3-12 39-10-0 7-10-8 0-4-83-7-145-3-143-7-145-3-145.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-11], [4:0-4-0,0-2-2], [8:0-8-0,0-3-4], [9:0-2-12,0-3-0], [10:0-4-8,0-2-8], [11:Edge,0-7-4], [12:0-3-8,0-2-8], [18:0-4-0,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.42 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.73 0.11 0.56 (loc) 15-16 15-16 11 15-16 l/defl >999 >645 n/a >838 L/d 360 240 n/a 240 PLATES MT20 Weight: 607 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP M 31, 8-9: 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 10-11: 2x8 SP 2400F 2.0E, 10-12: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-3 oc bracing. WEBS 1 Row at midpt 10-12 REACTIONS. (size)11=Mechanical, 2=0-8-0 Max Horz 2=238(LC 8) Max Uplift 11=-3630(LC 8), 2=-3340(LC 8) Max Grav 11=6670(LC 1), 2=6115(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14080/7578, 3-4=-12289/6780, 4-5=-11203/6260, 5-7=-13176/7402, 7-8=-13224/7443, 8-9=-12149/6754, 9-10=-12684/6961, 10-11=-5287/2949 BOT CHORD 2-19=-7073/12965, 18-19=-7073/12965, 16-18=-7301/13202, 15-16=-7340/13222, 13-15=-6143/11115, 12-13=-6856/12507, 11-12=-333/610 WEBS 3-19=-544/1206, 3-18=-1767/928, 4-18=-2329/4305, 8-13=-1301/2460, 9-13=-1713/871, 9-12=-3840/2245, 10-12=-7149/13024, 8-15=-1618/2980, 5-18=-2806/1521, 7-15=-465/295, 5-16=-774/1463 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, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=3630, 2=3340. 11) Use Simpson Strong-Tie HHUS26-2 (14-10d Girder, 4-10d Truss) or equivalent at 5-1-8 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. Continued on page 2 August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss B7 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T24884117 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:38 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-mVCds7PKGkyVUfVZug7ZitT_MAcdq1VAXq3?CQyrwRF NOTES- 12) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 from the left end to 39-0-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-8=-70, 8-9=-70, 9-10=-70, 2-11=-20 Concentrated Loads (lb) Vert: 16=-487(F) 22=-871(F) 23=-485(F) 24=-485(F) 25=-485(F) 26=-485(F) 27=-487(F) 28=-487(F) 29=-487(F) 30=-487(F) 31=-487(F) 32=-487(F) 33=-487(F) 34=-487(F) 35=-487(F) 36=-487(F) 37=-487(F) 38=-489(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss C1 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T24884118 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-Ehm04TPy124M6p4lRNeoE508QapFZWQKlUoZlsyrwRE Scale = 1:79.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 12 20 21 22 23 24 25 26 27 28 29 30 31 32 33 13 5x6 ST1.5x8 STP ST1.5x8 STP 3x8 5x6 4x6 5x8 3x6 2x4 3x8 3x6 3x6 3x6 4x12 4x6 3x6 5x8 WB 4x6 6-9-66-9-6 13-0-06-2-10 22-8-09-8-0 32-4-09-8-0 33-7-81-3-8 38-6-104-11-2 45-4-06-9-6 -1-0-0 1-0-0 6-9-6 6-9-6 13-0-0 6-2-10 19-5-5 6-5-5 25-10-11 6-5-5 32-4-0 6-5-5 38-6-10 6-2-10 45-4-0 6-9-6 46-4-0 1-0-0 0-4-85-9-80-4-85-9-85.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [8:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.97 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.67 0.13 0.27 (loc) 14-16 14-16 13 14-16 l/defl >999 >598 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 BOT CHORD 2x4 SP No.1 *Except* 10-15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-14 REACTIONS.All bearings 12-0-0 except (jt=length) 2=0-8-0, 13=0-3-8. (lb) - Max Horz 2=-272(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-828(LC 12), 12=-981(LC 12), 10=-269(LC 23), 13=-196(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10 except 2=1981(LC 17), 12=2635(LC 18), 13=408(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3894/1819, 3-4=-3053/1497, 4-5=-2784/1465, 5-7=-2699/1421, 7-8=-1070/636, 8-9=-1222/627, 9-10=-577/1439 BOT CHORD 2-19=-1534/3664, 18-19=-1534/3664, 16-18=-1170/2980, 14-16=-903/2352, 13-14=-1206/658, 12-13=-1206/658, 10-12=-1206/658 WEBS 3-19=0/253, 3-18=-882/543, 4-18=-230/742, 5-18=-385/190, 5-16=-385/351, 7-16=-251/876, 7-14=-1789/912, 9-14=-963/2426, 9-12=-2446/1292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 32-4-0, Exterior(2R) 32-4-0 to 40-9-13, Interior(1) 40-9-13 to 46-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 828 lb uplift at joint 2, 981 lb uplift at joint 12, 269 lb uplift at joint 10 and 196 lb uplift at joint 13. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss C2 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T24884119 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-A4umV9RCZfK4L7E8ZogGKW5WVOZP1QudDnHgpkyrwRC Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 4x6 5x8 3x6 2x4 3x6 5x8 2x4 3x6 3x6 3x6 3x6 2x4 5x8 4x6 6-3-66-3-6 12-0-05-8-10 19-1-157-1-15 26-2-17-0-3 33-4-07-1-15 39-0-105-8-10 45-4-06-3-6 -1-0-0 1-0-0 6-3-6 6-3-6 12-0-0 5-8-10 19-1-15 7-1-15 26-2-1 7-0-3 33-4-0 7-1-15 39-0-10 5-8-10 45-4-0 6-3-6 46-4-0 1-0-0 0-4-85-4-80-4-85-4-85.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [6:0-4-0,Edge], [8:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.73 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.79 0.24 0.51 (loc) 15-16 15-16 10 15-16 l/defl >999 >678 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* 4-6,6-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 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 4-3-13 oc bracing. WEBS 1 Row at midpt 7-16 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=253(LC 11) Max Uplift 2=-1020(LC 12), 10=-1020(LC 12) Max Grav 2=2107(LC 1), 10=2107(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4370/2367, 3-4=-3799/2112, 4-5=-4367/2526, 5-7=-4367/2526, 7-8=-4367/2526, 8-9=-3799/2112, 9-10=-4370/2367 BOT CHORD 2-19=-2036/3918, 18-19=-2036/3918, 16-18=-1629/3441, 15-16=-2133/4367, 13-15=-1637/3441, 12-13=-2045/3909, 10-12=-2045/3909 WEBS 3-18=-647/452, 4-18=-127/434, 4-16=-630/1248, 5-16=-524/462, 7-15=-582/437, 8-15=-631/1248, 8-13=-127/434, 9-13=-648/452 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 12-0-0, Exterior(2R) 12-0-0 to 20-5-13, Interior(1) 20-5-13 to 33-4-0, Exterior(2R) 33-4-0 to 41-9-13, Interior(1) 41-9-13 to 46-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1020 lb uplift at joint 2 and 1020 lb uplift at joint 10. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss C3 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T24884120 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-eGS8iVSqKzSxzHpK7WBVsjeggnrtmvZmRR1DLByrwRB Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 6x8 ST1.5x8 STP ST1.5x8 STP 4x6 6x8 4x6 5x8 WB3x6 2x4 3x8 4x4 2x4 5x8 3x6 2x4 5x8 WB 4x6 10-0-010-0-0 18-4-128-4-12 26-11-48-6-8 35-4-08-4-12 45-4-010-0-0 -1-0-0 1-0-0 5-3-6 5-3-6 10-0-0 4-8-10 18-4-12 8-4-12 26-11-4 8-6-8 35-4-0 8-4-12 40-0-10 4-8-10 45-4-0 5-3-6 46-4-0 1-0-0 0-4-84-6-80-4-84-6-85.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-2], [8:0-4-0,0-2-2], [15:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.91 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -1.00 0.26 0.63 (loc) 14-15 14-15 10 14-15 l/defl >999 >534 n/a >854 L/d 360 240 n/a 240 PLATES MT20 Weight: 244 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-4 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 8-14 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-212(LC 10) Max Uplift 2=-1020(LC 12), 10=-1020(LC 12) Max Grav 2=2107(LC 1), 10=2107(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4297/2376, 3-4=-4038/2187, 4-5=-5291/2955, 5-7=-5294/2954, 7-8=-5295/2956, 8-9=-4037/2187, 9-10=-4297/2376 BOT CHORD 2-17=-2043/3859, 15-17=-1749/3668, 14-15=-2626/5290, 12-14=-1740/3667, 10-12=-2052/3859 WEBS 3-17=-304/344, 4-17=-56/406, 4-15=-981/1915, 5-15=-692/523, 7-14=-655/552, 8-14=-982/1919, 8-12=-56/406, 9-12=-305/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 5-1-2, Interior(1) 5-1-2 to 10-0-0, Exterior(2R) 10-0-0 to 18-4-12, Interior(1) 18-4-12 to 35-4-0, Exterior(2R) 35-4-0 to 43-9-13, Interior(1) 43-9-13 to 46-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1020 lb uplift at joint 2 and 1020 lb uplift at joint 10. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss C4 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T24884121 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-7S0WwrTS5HaoaQOWgDjkPxAvXBBZVLpvg5mmudyrwRA Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 6x8 ST1.5x8 STP ST1.5x8 STP 6x8 5x6 7x10 4x4 2x4 4x4 5x8 7x10 4x4 7x10 4x4 2x4 5x6 9-0-09-0-0 15-9-26-9-2 22-8-06-10-14 29-6-146-10-14 36-4-06-9-2 45-4-09-0-0 -1-0-0 1-0-0 4-9-6 4-9-6 9-0-0 4-2-10 15-9-2 6-9-2 22-8-0 6-10-14 29-6-14 6-10-14 36-4-0 6-9-2 40-6-10 4-2-10 45-4-0 4-9-6 46-4-0 1-0-0 0-4-84-1-80-4-84-1-85.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-5], [4:0-4-0,0-2-2], [6:0-5-0,0-4-8], [8:0-4-0,0-2-2], [10:0-4-0,0-0-5], [13:0-5-0,0-5-0], [15:0-5-0,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.95 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.99 0.21 0.67 (loc) 14 14 10 14 l/defl >999 >541 n/a >805 L/d 360 240 n/a 240 PLATES MT20 Weight: 283 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15, 8-13 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-193(LC 10) Max Uplift 2=-1020(LC 12), 10=-1020(LC 12) Max Grav 2=2107(LC 1), 10=2107(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4430/2421, 3-4=-4188/2252, 4-5=-5584/3095, 5-6=-6155/3310, 6-7=-6155/3310, 7-8=-5584/3095, 8-9=-4188/2252, 9-10=-4430/2421 BOT CHORD 2-16=-2092/3987, 15-16=-1830/3815, 14-15=-2793/5583, 13-14=-2780/5583, 12-13=-1817/3815, 10-12=-2105/3987 WEBS 3-16=-268/323, 4-16=-53/355, 4-15=-1097/2089, 5-15=-876/589, 5-14=-339/715, 6-14=-470/349, 7-14=-339/715, 7-13=-876/589, 8-13=-1097/2089, 8-12=-52/355, 9-12=-269/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 36-4-0, Exterior(2R) 36-4-0 to 45-0-0, Interior(1) 45-0-0 to 46-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1020 lb uplift at joint 2 and 1020 lb uplift at joint 10. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss C5 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T24884122 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-?DF1lCWz9V4D32hIv3ngZnLZjohKRCYVbjk_1OyrwR6 Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 7x10 ST1.5x8 STP ST1.5x8 STP 7x10 6x8 10x12 WB3x6 3x6 10x12 WB 6x8 5x6 5x6 4x4 4x4 4x6 4x6 4x4 4x4 5x8 7x10 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special SpecialNAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 7-0-07-0-0 12-1-85-1-8 17-4-125-3-4 22-8-05-3-4 27-11-45-3-4 33-2-85-3-4 45-4-012-1-8 -1-0-0 1-0-0 12-1-8 12-1-8 17-4-12 5-3-4 22-8-0 5-3-4 27-11-4 5-3-4 33-2-8 5-3-4 38-4-0 5-1-8 45-4-0 7-0-0 46-4-0 1-0-0 0-4-83-3-80-4-83-3-85.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-3-14], [3:0-8-4,0-3-0], [6:0-5-0,0-4-8], [9:0-8-4,0-3-0], [10:0-4-0,0-3-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.44 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.61 -1.37 0.15 0.97 (loc) 16 16 10 16 l/defl >880 >392 n/a >550 L/d 360 240 n/a 240 PLATES MT20 Weight: 630 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-6,6-9: 2x6 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 9-13,3-19,8-15,4-17,7-16,5-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-154(LC 6) Max Uplift 2=-2162(LC 8), 10=-2166(LC 8) Max Grav 2=4349(LC 29), 10=4358(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10136/4877, 3-4=-14105/6825, 4-5=-17027/8188, 5-6=-17891/8590, 6-7=-17891/8590, 7-8=-17073/8208, 8-9=-14144/6842, 9-10=-10160/4887 BOT CHORD 2-20=-4344/9350, 19-20=-4336/9317, 17-19=-6607/14160, 16-17=-7972/17084, 15-16=-7992/17077, 13-15=-6624/14104, 12-13=-4345/9223, 10-12=-4354/9256 WEBS 3-20=-159/664, 9-12=-159/664, 9-13=-2596/5635, 3-19=-2587/5614, 8-13=-2407/1352, 4-19=-2400/1348, 8-15=-1544/3356, 4-17=-1541/3349, 7-15=-1237/805, 5-17=-1239/800, 7-16=-432/983, 5-16=-454/1032, 6-16=-750/598 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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 2162 lb uplift at joint 2 and 2166 lb uplift at joint 10. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss C5 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T24884122 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:47 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-?DF1lCWz9V4D32hIv3ngZnLZjohKRCYVbjk_1OyrwR6 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 409 lb down and 377 lb up at 7-0-0, and 409 lb down and 377 lb up at 38-4-0 on top chord, and 464 lb down and 261 lb up at 7-0-0, and 464 lb down and 261 lb up at 38-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-9=-70, 9-11=-70, 2-10=-20 Concentrated Loads (lb) Vert: 3=-186(F) 9=-186(F) 20=-450(F) 12=-450(F) 21=-136(F) 22=-136(F) 23=-136(F) 25=-136(F) 27=-136(F) 28=-136(F) 29=-136(F) 30=-136(F) 31=-136(F) 32=-136(F) 33=-136(F) 35=-136(F) 37=-136(F) 38=-136(F) 39=-136(F) 40=-61(F) 41=-61(F) 42=-61(F) 43=-61(F) 44=-61(F) 45=-61(F) 46=-61(F) 47=-61(F) 48=-61(F) 49=-61(F) 50=-61(F) 51=-61(F) 52=-61(F) 53=-61(F) 54=-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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss CJ1 Truss Type Corner Jack Qty 12 Ply 1 Job Reference (optional) T24884123 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-TQpPzYWbwpC4hCGUTmIv6_tskC6NAoTfqNUXZryrwR5 Scale = 1:6.7 1 2 3 4 2x4 ST1.5x8 STP 1-0-01-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-80-9-80-5-10-9-85.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=63(LC 12) Max Uplift 3=-16(LC 1), 2=-167(LC 12) Max Grav 3=32(LC 12), 2=171(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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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 16 lb uplift at joint 3 and 167 lb uplift at joint 2. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss CJ3 Truss Type Corner Jack Qty 10 Ply 1 Job Reference (optional) T24884124 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-TQpPzYWbwpC4hCGUTmIv6_trXC5KAoTfqNUXZryrwR5 Scale = 1:11.0 1 2 3 4 3x4 ST1.5x8 STP 3-0-03-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-81-7-81-3-11-7-85.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=113(LC 12) Max Uplift 3=-52(LC 12), 2=-181(LC 12) Max Grav 3=83(LC 17), 2=247(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=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 52 lb uplift at joint 3 and 181 lb uplift at joint 2. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss CJ5 Truss Type Corner Jack Qty 4 Ply 1 Job Reference (optional) T24884125 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-xcNoAuXDh6KxILrg1Up8eCQvCcOgvFjo21D55HyrwR4 Scale = 1:16.9 1 2 3 4 4x4 ST1.5x8 STP 5-0-05-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-82-5-80-4-72-1-12-5-85.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.69 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: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=163(LC 12) Max Uplift 3=-127(LC 12), 2=-197(LC 12) Max Grav 3=176(LC 17), 2=331(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=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 127 lb uplift at joint 3 and 197 lb uplift at joint 2. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss D1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T24884126 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-PoxAOEYrSQTowVQsbBLNBPz5o0e0eUZxHhzedjyrwR3 Scale = 1:35.2 1 2 3 4 5 6 7 8 13 12 11 10 914 15 5x6 ST1.5x8 STP ST1.5x8 STP 5x8 7x10 4x12 10x12 5x6 10x12 3x8 3x8 3x4 4x6 3x4 3x6 Special HGUS28-2 HTU26 HTU26 4-3-64-3-6 8-0-03-8-10 10-0-02-0-0 12-0-02-0-0 15-8-103-8-10 20-0-04-3-6 -1-0-0 1-0-0 4-3-6 4-3-6 8-0-0 3-8-10 10-0-0 2-0-0 12-0-0 2-0-0 15-8-10 3-8-10 20-0-0 4-3-6 0-4-84-6-80-4-85.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-15], [6:0-1-8,0-2-0], [8:0-5-8,0-2-0], [8:1-1-8,0-2-0], [9:0-6-0,0-1-8], [10:0-3-8,0-6-4], [11:0-6-0,0-6-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.70 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.40 0.07 (loc) 9-10 9-10 8 l/defl >799 >580 n/a L/d 240 240 n/a PLATES MT20 Weight: 271 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-8: 2x4 SP M 31 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 5-11,6-10,4-12: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=207(LC 7) Max Uplift 8=-4532(LC 8), 2=-2428(LC 8) Max Grav 8=9110(LC 1), 2=4636(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10234/5187, 3-4=-10591/5474, 4-5=-10802/5660, 5-6=-10795/5656, 6-7=-15230/7883, 7-8=-19249/9669 BOT CHORD 2-13=-4704/9347, 12-13=-4704/9347, 11-12=-4893/9732, 10-11=-7121/14025, 9-10=-8821/17634, 8-9=-8821/17634 WEBS 5-11=-4160/7948, 6-11=-7720/4017, 6-10=-4181/8172, 7-10=-3984/1868, 7-9=-1419/3169, 4-11=-786/829, 4-12=-651/586, 3-12=-674/693, 3-13=-490/344 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4532 lb uplift at joint 8 and 2428 lb uplift at joint 2. 9) Use Simpson Strong-Tie HGUS28-2 (36-10d Girder, 6-10d Truss) or equivalent at 14-0-0 from the left end to connect truss(es) to back face of bottom chord. Continued on page 2 August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss D1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T24884126 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:50 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-PoxAOEYrSQTowVQsbBLNBPz5o0e0eUZxHhzedjyrwR3 NOTES- 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 15-11-4 from the left end to 17-11-4 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6650 lb down and 3650 lb up at 12-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-8=-70, 2-8=-20 Concentrated Loads (lb) Vert: 10=-6650(B) 9=-1753(B) 14=-1753(B) 15=-1753(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss D2 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T24884127 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-u?VYbaZTCkbfYf?38vsckdVAQQwdN1F5WLiBA9yrwR2 Scale = 1:35.8 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 5x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 4x6 6-4-46-4-4 13-7-127-3-8 20-0-06-4-4 -1-0-0 1-0-0 6-4-4 6-4-4 7-4-3 0-11-15 8-1-14 0-9-11 10-0-0 1-10-2 11-10-2 1-10-2 12-7-13 0-9-11 13-7-12 0-11-15 20-0-0 6-4-4 21-0-0 1-0-0 0-4-84-6-80-4-85.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-10], [8:0-4-0,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.93 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.40 0.04 0.16 (loc) 10-12 10-12 8 10-12 l/defl >999 >573 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-214(LC 10) Max Uplift 2=-463(LC 12), 8=-463(LC 12) Max Grav 2=1248(LC 18), 8=1248(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2193/925, 3-4=-1834/955, 4-5=-95/386, 5-6=-95/387, 6-7=-1834/955, 7-8=-2192/925 BOT CHORD 2-12=-655/1941, 10-12=-655/1941, 8-10=-655/1941 WEBS 4-13=-2284/1129, 6-13=-2284/1129, 7-10=0/555, 3-12=0/555 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 10-0-0, Exterior(2R) 10-0-0 to 16-0-0, Interior(1) 16-0-0 to 21-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-13, 6-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 2 and 463 lb uplift at joint 8. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss D3 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) T24884128 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-u?VYbaZTCkbfYf?38vsckdVAIQweNxv5WLiBA9yrwR2 Scale = 1:37.0 1 2 3 4 5 6 7 8 9 10 13 12 11 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 3x6 4x6 5x6 3x8 3x8 2x4 2x4 2x4 2x4 4x6 6-4-46-4-4 13-7-127-3-8 20-0-06-4-4 -1-0-0 1-0-0 6-4-4 6-4-4 7-4-3 0-11-15 8-1-14 0-9-11 9-0-0 0-10-2 10-0-0 1-0-0 11-0-0 1-0-0 11-10-2 0-10-2 12-7-13 0-9-11 13-7-12 0-11-15 20-0-0 6-4-4 21-0-0 1-0-0 0-4-84-1-80-4-84-1-85.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-10], [5:0-3-0,0-2-4], [6:0-3-0,0-2-4], [9:0-4-0,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.93 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.40 0.04 0.16 (loc) 11-13 11-13 9 13 l/defl >999 >583 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 5-6: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-195(LC 10) Max Uplift 2=-463(LC 12), 9=-463(LC 12) Max Grav 2=1250(LC 18), 9=1250(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2190/841, 3-4=-1833/865, 4-5=-181/729, 6-7=-181/730, 7-8=-1832/865, 8-9=-2189/841, 5-6=-216/814 BOT CHORD 2-13=-573/1940, 11-13=-573/1940, 9-11=-573/1940 WEBS 4-7=-2684/1128, 8-11=0/552, 3-13=0/552 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 9-0-0, Exterior(2E) 9-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-8-0, Interior(1) 19-8-0 to 21-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-7 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 capable of withstanding 463 lb uplift at joint 2 and 463 lb uplift at joint 9. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss D4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24884129 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-MB2wpwa6z1jW9paFicNrGq2OLpLg6aJEl?SlicyrwR1 Scale = 1:36.5 1 2 3 4 5 6 9 8 7 10 11 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 4x4 3x6 2x4 3x4 4x4 7-0-07-0-0 13-0-06-0-0 20-0-07-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 13-0-0 6-0-0 20-0-0 7-0-0 21-0-0 1-0-0 0-4-83-3-80-4-83-3-85.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [3:0-5-12,0-2-8], [4:0-3-0,0-2-4], [5:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.63 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.19 0.04 0.11 (loc) 2-9 2-9 5 5-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=-156(LC 10) Max Uplift 2=-507(LC 12), 5=-507(LC 12) Max Grav 2=967(LC 1), 5=967(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1545/1009, 3-4=-1330/1025, 4-5=-1546/1008 BOT CHORD 2-9=-747/1322, 7-9=-745/1329, 5-7=-748/1322 WEBS 3-9=0/269, 4-7=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 7-0-0, Exterior(2E) 7-0-0 to 21-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 507 lb uplift at joint 2 and 507 lb uplift at joint 5. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss D5 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24884130 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-qNcI0FakkLrNnz9RGJu4p2bZJDfbr_qOzfBIE2yrwR0 Scale = 1:36.5 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 19 20 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 2x4 5x8 2x4 2x4 3x6 Special NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED Special 5-0-05-0-0 10-0-05-0-0 15-0-05-0-0 20-0-05-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 21-0-0 1-0-0 0-4-82-5-80-4-82-5-85.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-1-8], [3:0-5-12,0-2-8], [5:0-5-12,0-2-8], [6:0-2-14,0-1-8], [9:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.71 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.28 0.08 0.20 (loc) 9 9 6 9 l/defl >999 >831 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 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 2-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-12 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-117(LC 6) Max Uplift 2=-768(LC 8), 6=-768(LC 8) Max Grav 2=1476(LC 29), 6=1476(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2820/1321, 3-4=-3396/1715, 4-5=-3396/1715, 5-6=-2821/1321 BOT CHORD 2-10=-1124/2568, 9-10=-1118/2583, 8-9=-1086/2513, 6-8=-1092/2499 WEBS 3-10=0/361, 3-9=-552/1008, 4-9=-613/503, 5-9=-552/1009, 5-8=0/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=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 768 lb uplift at joint 2 and 768 lb uplift at joint 6. 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) 403 lb down and 364 lb up at 5-0-0, and 403 lb down and 364 lb up at 15-0-0 on top chord, and 114 lb down at 5-0-0, and 114 lb down at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 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. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss D5 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24884130 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:54 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-IaAgDbbMVfzEP7keq1PJLF7k3d?qaR4XCJxsmUyrwR? LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-169(F) 5=-169(F) 10=-70(F) 8=-70(F) 12=-76(F) 13=-76(F) 14=-76(F) 15=-76(F) 17=-26(F) 18=-26(F) 19=-26(F) 20=-26(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss EJ3 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T24884131 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-IaAgDbbMVfzEP7keq1PJLF7t0d9kaWzXCJxsmUyrwR? Scale = 1:11.0 1 2 3 4 3x4 ST1.5x8 STP 3-0-03-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-81-7-81-3-11-7-85.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=113(LC 12) Max Uplift 3=-52(LC 12), 2=-181(LC 12) Max Grav 3=83(LC 17), 2=247(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=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 52 lb uplift at joint 3 and 181 lb uplift at joint 2. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss EJ5 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T24884132 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-mmk3Rxc_Gy550HJqNkwYuTgxh1R4JzChRzgPJxyrwR_ Scale = 1:15.1 1 2 3 4 4x4 ST1.5x8 STP 5-0-05-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-82-5-82-1-12-5-85.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.69 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: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=163(LC 12) Max Uplift 3=-127(LC 12), 2=-197(LC 12) Max Grav 3=176(LC 17), 2=331(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=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 127 lb uplift at joint 3 and 197 lb uplift at joint 2. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss EJ7 Truss Type Jack-Open Qty 17 Ply 1 Job Reference (optional) T24884133 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-EyIReHdc1GDyeQt0xSRnQgD3uRgv2QSqfdQyqNyrwQz Scale = 1:21.3 1 2 5 3 44x6 ST1.5x8 STP 7-0-07-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-83-3-82-11-13-3-85.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.20 -0.00 0.16 (loc) 2-4 2-4 3 2-4 l/defl >997 >397 n/a >495 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 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=0-8-0, 4=Mechanical Max Horz 2=213(LC 12) Max Uplift 3=-171(LC 12), 2=-221(LC 12) Max Grav 3=243(LC 17), 2=422(LC 17), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 3 and 221 lb uplift at joint 2. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss EJ52 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T24884134 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-mmk3Rxc_Gy550HJqNkwYuTgzc1PRJzChRzgPJxyrwR_ Scale = 1:16.9 1 2 3 6 4 5 4x4 ST1.5x8 STP 2x4 6x8 3-3-03-3-0 5-0-01-9-0 -1-0-0 1-0-0 3-3-0 3-3-0 5-0-0 1-9-0 0-4-82-5-81-5-82-1-11-0-05.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [3:0-2-3,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.57 0.43 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.11 0.05 0.13 (loc) 6 6 5 6 l/defl >999 >520 n/a >416 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=163(LC 12) Max Uplift 4=-85(LC 12), 2=-193(LC 12), 5=-15(LC 12) Max Grav 4=145(LC 17), 2=340(LC 17), 5=93(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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 85 lb uplift at joint 4, 193 lb uplift at joint 2 and 15 lb uplift at joint 5. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss G1 Truss Type Common Qty 5 Ply 1 Job Reference (optional) T24884135 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-EyIReHdc1GDyeQt0xSRnQgD7iRmQ2HjqfdQyqNyrwQz Scale = 1:29.8 1 2 3 4 5 7 6 8 9 10 4x4 ST1.5x8 STP 2x4 4x4 3x4 2x4 6x8 2x4 6-0-146-0-14 11-10-85-9-10 -1-0-0 1-0-0 6-0-14 6-0-14 10-0-0 3-11-2 11-10-8 1-10-8 0-4-84-6-83-9-25.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.38 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.01 0.05 (loc) 6-7 2-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing. REACTIONS. (size)2=0-8-0, 6=Mechanical Max Horz 2=247(LC 12) Max Uplift 2=-320(LC 12), 6=-256(LC 12) Max Grav 2=644(LC 17), 6=521(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-800/619 BOT CHORD 2-7=-834/738, 6-7=-834/738 WEBS 3-7=0/266, 3-8=-777/872, 6-8=-810/922 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 10-0-0, Exterior(2E) 10-0-0 to 11-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 320 lb uplift at joint 2 and 256 lb uplift at joint 6. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss G2 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24884136 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-i9spsddEoaLpGaSDV9z0zulI9q6gnjczuH9WMpyrwQy Scale = 1:31.1 1 2 3 4 5 7 6 8 9 3x6 ST1.5x8 STP 3x4 6x8 4x4 3x4 2x4 6-0-146-0-14 10-8-84-7-10 11-10-81-2-0 -1-0-0 1-0-0 6-0-14 6-0-14 10-8-8 4-7-10 11-10-8 1-2-0 0-4-84-10-15.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [4:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.38 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.01 0.05 (loc) 6-7 2-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=309(LC 12) Max Uplift 6=-278(LC 12), 2=-298(LC 12) Max Grav 6=558(LC 17), 2=650(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-823/480, 5-6=-173/255 BOT CHORD 2-7=-780/756, 6-7=-780/756 WEBS 3-7=0/266, 3-6=-802/823 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 10-8-8, Exterior(2E) 10-8-8 to 11-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 6 and 298 lb uplift at joint 2. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss G3 Truss Type Jack-Closed Qty 7 Ply 1 Job Reference (optional) T24884137 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-ALQB3zesZtTgtk1P3tUFW5IT3EStWAd77xv3vFyrwQx Scale = 1:32.9 1 2 3 4 6 5 7 8 2x4 ST1.5x8 STP 6x8 4x4 3x4 2x4 6-0-146-0-14 11-10-85-9-10 -1-0-0 1-0-0 6-0-14 6-0-14 11-10-8 5-9-10 0-4-85-3-145.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.38 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.01 0.04 (loc) 5-6 2-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0 Max Horz 2=334(LC 12) Max Uplift 5=-289(LC 12), 2=-288(LC 12) Max Grav 5=578(LC 17), 2=647(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-822/420, 4-5=-187/268 BOT CHORD 2-6=-765/764, 5-6=-765/764 WEBS 3-6=0/266, 3-5=-822/821 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 11-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 289 lb uplift at joint 5 and 288 lb uplift at joint 2. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss G4 Truss Type JACK-CLOSED Qty 1 Ply 1 Job Reference (optional) T24884138 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-ALQB3zesZtTgtk1P3tUFW5IRyEKvW7A77xv3vFyrwQx Scale = 1:32.7 1 2 3 4 5 8 7 6 10 9 3x4 ST1.5x8 STP 4x6 8x10 3x6 2x4 3x4 3x4 3-3-03-3-0 6-0-02-9-0 11-10-85-10-8 -1-0-0 1-0-0 3-3-0 3-3-0 6-0-0 2-9-0 11-10-8 5-10-8 0-4-85-3-144-3-141-0-05.00 12 Plate Offsets (X,Y)-- [3:0-0-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.89 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.50 0.29 0.43 (loc) 8 8 9 8 l/defl >629 >270 n/a >318 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-8: 2x4 SP No.3, 3-6: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 5-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. REACTIONS. (size)2=0-8-0, 9=Mechanical Max Horz 2=332(LC 12) Max Uplift 2=-283(LC 12), 9=-286(LC 12) Max Grav 2=650(LC 17), 9=576(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/0, 3-4=-1266/742, 6-9=-576/416 BOT CHORD 3-7=-990/1273, 6-7=-996/1279 WEBS 4-7=-50/296, 4-6=-1297/1016 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 11-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 283 lb uplift at joint 2 and 286 lb uplift at joint 9. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss G5 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24884139 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:54:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-fX_ZHJfVKBbWVucbca?U2Jrcief3FafGMbedRiyrwQw Scale: 3/8"=1' 1 2 3 4 5 6 9 8 7 11 10 3x6 ST1.5x8 STP 3x4 4x6 8x10 3x6 2x4 3x4 3x4 3-3-03-3-0 6-0-02-9-0 11-10-85-10-8 -1-0-0 1-0-0 3-3-0 3-3-0 6-0-0 2-9-0 11-0-0 5-0-0 11-10-8 0-10-8 0-4-84-11-83-11-81-0-05.00 12 Plate Offsets (X,Y)-- [3:0-0-12,0-2-12], [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.90 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.50 0.29 0.49 (loc) 9 9 10 9 l/defl >627 >270 n/a >280 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-9: 2x4 SP No.3, 3-7: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-5 oc bracing. REACTIONS. (size)2=0-8-0, 10=Mechanical Max Horz 2=317(LC 12) Max Uplift 2=-290(LC 12), 10=-279(LC 12) Max Grav 2=651(LC 17), 10=563(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/0, 3-4=-1261/971, 7-10=-563/557 BOT CHORD 3-8=-1276/1261, 7-8=-1282/1268 WEBS 4-8=-52/296, 4-7=-1274/1285 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 11-0-0, Exterior(2E) 11-0-0 to 11-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint 2 and 279 lb uplift at joint 10. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss G6 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24884140 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-7kXyUfg75VjN72BnAIWjbWNnS2?p_8cQaFOAz8yrwQv Scale = 1:27.8 1 2 3 4 5 6 9 8 7 11 10 5x6 ST1.5x8 STP 2x4 4x6 8x10 3x6 3x4 3x4 2x4 3-3-03-3-0 6-0-02-9-0 9-0-03-0-0 11-10-82-10-8 -1-0-0 1-0-0 3-3-0 3-3-0 6-0-0 2-9-0 9-0-0 3-0-0 11-10-8 2-10-8 0-4-84-1-83-1-81-0-05.00 12 Plate Offsets (X,Y)-- [3:0-0-12,0-2-12], [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.93 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.50 0.29 0.51 (loc) 9 9 10 9 l/defl >623 >269 n/a >268 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-9: 2x4 SP No.3, 3-7: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 10=Mechanical Max Horz 2=266(LC 12) Max Uplift 2=-309(LC 12), 10=-260(LC 12) Max Grav 2=652(LC 17), 10=527(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/0, 3-4=-1223/996, 4-5=-1350/1263, 7-10=-532/480 BOT CHORD 3-8=-1194/1198, 7-8=-405/393 WEBS 5-7=-554/597, 4-8=-530/663, 5-8=-1095/1116 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 9-0-0, Exterior(2E) 9-0-0 to 11-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 2 and 260 lb uplift at joint 10. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss G7 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24884141 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-7kXyUfg75VjN72BnAIWjbWNnS25N_7_QaFOAz8yrwQv Scale = 1:24.5 1 2 3 4 5 8 7 6 10 9 2x4 ST1.5x8 STP 4x6 8x10 3x6 2x4 5x8 3x4 3-3-03-3-0 7-0-03-9-0 11-10-84-10-8 -1-0-0 1-0-0 3-3-0 3-3-0 7-0-0 3-9-0 11-10-8 4-10-8 0-4-83-3-82-3-81-0-05.00 12 Plate Offsets (X,Y)-- [3:0-0-4,0-2-12], [4:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.57 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.56 0.32 0.52 (loc) 8 8 9 8 l/defl >561 >242 n/a >263 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-8: 2x4 SP No.1, 3-8: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 9=Mechanical Max Horz 2=216(LC 12) Max Uplift 2=-324(LC 12), 9=-245(LC 12) Max Grav 2=646(LC 17), 9=505(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-257/0, 3-4=-906/722, 6-9=-522/481 BOT CHORD 3-7=-770/872, 6-7=-785/896 WEBS 4-7=-127/315, 4-6=-942/841 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 7-0-0, Exterior(2E) 7-0-0 to 11-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 324 lb uplift at joint 2 and 245 lb uplift at joint 9. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss G8 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T24884142 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-36fivKhNd6z5MLLAIiYBgxT8zriQS5Gi2ZtH21yrwQt Scale = 1:23.6 1 2 3 4 5 6 10 9 8 7 12 13 14 15 16 17 11 5x8 ST1.5x8 STP 2x4 3x4 5x12 4x6 2x4 4x4 4x4 3x4 5x6 Special NAILED NAILED NAILED Special NAILED NAILED NAILED 3-3-03-3-0 5-0-01-9-0 8-4-43-4-4 11-10-83-6-4 -1-0-0 1-0-0 3-3-0 3-3-0 5-0-0 1-9-0 8-4-4 3-4-4 11-10-8 3-6-4 0-4-82-5-81-5-81-0-05.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-7], [3:0-10-8,0-2-9], [4:0-5-12,0-2-8], [11:0-1-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.79 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.36 0.22 0.26 (loc) 10 10 11 10 l/defl >889 >376 n/a >512 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-10: 2x4 SP No.3, 3-7: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-10. REACTIONS. (size)2=0-8-0, 11=Mechanical Max Horz 2=165(LC 8) Max Uplift 2=-458(LC 8), 11=-437(LC 8) Max Grav 2=895(LC 29), 11=927(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-386/100, 3-4=-2474/1129, 4-5=-1822/862, 7-11=-927/437 BOT CHORD 3-9=-1121/2384, 8-9=-1150/2466, 7-8=-862/1822 WEBS 4-9=-167/507, 4-8=-682/305, 5-8=-59/330, 5-7=-1788/847 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 458 lb uplift at joint 2 and 437 lb uplift at joint 11. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 342 lb down and 266 lb up at 5-0-0 on top chord, and 190 lb down and 100 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss G8 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T24884142 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:02 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-36fivKhNd6z5MLLAIiYBgxT8zriQS5Gi2ZtH21yrwQt LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-10=-20, 3-7=-20 Concentrated Loads (lb) Vert: 4=-100(B) 9=-162(B) 12=-54(B) 13=-54(B) 14=-68(B) 15=-58(B) 16=-58(B) 17=-62(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss HJ3 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24884143 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-36fivKhNd6z5MLLAIiYBgxTC4rsrS7xi2ZtH21yrwQt Scale = 1:10.8 1 2 5 3 6 4 2x4 NAILED NAILED NAILED NAILED 4-2-34-2-3 -1-5-0 1-5-0 4-2-3 4-2-3 0-4-81-7-43.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -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: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=111(LC 8) Max Uplift 3=-84(LC 8), 2=-277(LC 8) Max Grav 3=101(LC 28), 2=283(LC 28), 4=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=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 84 lb uplift at joint 3 and 277 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=98(F=49, B=49) August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss HJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T24884144 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-XID46gi?OQ5y_VwMrQ4QD9?IYF75BaBsGCcqaTyrwQs Scale = 1:16.4 1 2 5 6 3 7 8 4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-27-0-2 -1-5-0 1-5-0 7-0-2 7-0-2 0-4-82-5-43.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 -0.00 -0.10 (loc) 2-4 2-4 3 2-4 l/defl >975 >457 n/a >819 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=161(LC 8) Max Uplift 3=-156(LC 8), 2=-319(LC 8) Max Grav 3=216(LC 28), 2=404(LC 28), 4=119(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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 156 lb uplift at joint 3 and 319 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=98(F=49, B=49) August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss HJ7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T24884145 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-ThLrXMkGv1MgDp3lzr6uIa5iC3m6fMb9kW5xeLyrwQq Scale = 1:21.4 1 2 3 7 6 5 8 9 10 4 11 12 13 3x4 2x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-1-125-1-12 9-10-14-8-4 -1-5-0 1-5-0 5-1-12 5-1-12 9-10-1 4-8-4 0-4-83-3-42-11-33-3-43.54 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.66 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.09 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=212(LC 8) Max Uplift 4=-122(LC 8), 2=-458(LC 8), 6=-244(LC 8) Max Grav 4=154(LC 28), 2=633(LC 28), 6=460(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1115/541 BOT CHORD 2-7=-640/1048, 6-7=-640/1048 WEBS 3-7=-103/286, 3-6=-1110/678 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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 122 lb uplift at joint 4, 458 lb uplift at joint 2 and 244 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=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=49(B) 10=-47(B) 11=35(F) 12=-37(F) 13=-154(F=-136, B=-18) August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss HJ51 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24884146 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-ThLrXMkGv1MgDp3lzr6uIa5ij3m0fTa9kW5xeLyrwQq Scale = 1:16.9 1 2 3 7 68 9 4 10 5 3x4 3x4 3x6 2x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-6-64-6-6 7-0-22-5-11 -1-5-0 1-5-0 4-6-6 4-6-6 7-0-2 2-5-11 0-4-82-5-41-5-42-1-31-0-03.54 12 Plate Offsets (X,Y)-- [3:0-5-7,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.67 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.03 0.08 (loc) 6 6 5 6 l/defl >999 >666 n/a >991 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=161(LC 8) Max Uplift 4=-101(LC 8), 2=-313(LC 8), 5=-36(LC 8) Max Grav 4=157(LC 28), 2=417(LC 28), 5=153(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-564/153 BOT CHORD 2-7=-227/475, 6-7=-121/303 WEBS 3-7=-423/239 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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 101 lb uplift at joint 4, 313 lb uplift at joint 2 and 36 lb uplift at joint 5. 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=-70, 2-7=-20, 3-6=-20, 5-6=-20 Concentrated Loads (lb) Vert: 8=98(F=49, B=49) August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss L1 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T24884147 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-xtvDlikugLUXrzexXYd7qndrbTBvOwVIzArUBoyrwQp Scale = 1:18.4 1 2 3 5 43x4 ST1.5x8 STP ST1.5x8 STP 4x4 3x4 3x4 2x4 3-1-103-1-10 5-0-01-10-6 6-0-01-0-0 5-0-0 5-0-0 6-0-0 1-0-0 0-4-82-5-85.00 12 Plate Offsets (X,Y)-- [1:0-1-2,Edge], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.37 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.00 0.07 (loc) 1-5 1-5 4 1-5 l/defl >999 >999 n/a >927 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 4=0-6-0 Max Horz 1=131(LC 12) Max Uplift 1=-86(LC 12), 4=-138(LC 12) Max Grav 1=264(LC 17), 4=267(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-144/311 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; 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) 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 86 lb uplift at joint 1 and 138 lb uplift at joint 4. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss L2 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T24884148 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-Q4Sby2lWRecOT7D84G8NN?A3VsXQ7OjSBqa2jEyrwQo Scale = 1:15.4 1 2 3 4 6 5 7 8 4x4 ST1.5x8 STP ST1.5x8 STP 3x4 3x4 2x4 2x4 Special NAILED NAILED Special NAILED 3-0-03-0-0 6-0-03-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0-4-81-7-85.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.29 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.05 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-6-0, 2=0-8-0 Max Horz 2=115(LC 8) Max Uplift 5=-143(LC 5), 2=-237(LC 8) Max Grav 5=334(LC 25), 2=403(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/60 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 5 and 237 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 261 lb down and 181 lb up at 3-0-0 on top chord, and 40 lb down at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-2(F) 4=-33(F) 6=-16(F) 7=-2(F) 8=-8(F) August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24884149 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-Q4Sby2lWRecOT7D84G8NN?A4BsVw7M8SBqa2jEyrwQo Scale = 1:15.0 1 2 3 4 3x4 4x4 3x4 2x4 8-2-138-2-13 4-1-6 4-1-6 8-2-13 4-1-6 1-8-95.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.39 0.13 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.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=8-2-13, 3=8-2-13, 4=8-2-13 Max Horz 1=65(LC 11) Max Uplift 1=-68(LC 12), 3=-68(LC 12), 4=-138(LC 12) Max Grav 1=140(LC 17), 3=149(LC 18), 4=344(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-239/441 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=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 68 lb uplift at joint 1, 68 lb uplift at joint 3 and 138 lb uplift at joint 4. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss V2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24884150 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-qf8ka3nOkZ_zKayimOi4?doc14XTKlwutopiKZyrwQl Scale = 1:11.5 1 2 3 2x4 3x6 2x4 5-8-65-8-6 5-9-00-0-10 2-10-8 2-10-8 5-9-0 2-10-8 0-0-41-2-60-0-45.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.40 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: 15 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 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-13, 3=5-7-13 Max Horz 1=-41(LC 10) Max Uplift 1=-86(LC 12), 3=-86(LC 12) Max Grav 1=191(LC 1), 3=191(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-242/385, 2-3=-242/400 BOT CHORD 1-3=-304/189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=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 86 lb uplift at joint 1 and 86 lb uplift at joint 3. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss V3 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24884151 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-Iri6oPo0Vt6qxkXvJ5DJXrKplUyY3Bo16SYFs?yrwQk Scale = 1:23.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x4 4x4 3x4 14-8-1314-8-13 7-4-6 7-4-6 14-8-13 7-4-6 0-0-43-0-130-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.11 0.09 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 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 14-8-13. (lb) - Max Horz 1=128(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 9 except 12=-140(LC 12), 8=-140(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 9 except 12=278(LC 17), 8=279(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-12=-208/297, 6-8=-209/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 7-4-6, Exterior(2R) 7-4-6 to 13-4-6, Interior(1) 13-4-6 to 13-11-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 9 except (jt=lb) 12=140, 8=140. 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 CONSULTQUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss V4 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24884152 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-m1GU?lpfGBEgZu65tpkY42ttwtCnodCBL6IpORyrwQj Scale = 1:19.7 1 2 3 43x6 4x6 3x6 2x4 0-0-100-0-10 12-3-012-2-6 6-1-8 6-1-8 12-3-0 6-1-8 0-0-42-6-100-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.47 0.14 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: 38 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=12-1-13, 3=12-1-13, 4=12-1-13 Max Horz 1=104(LC 11) Max Uplift 1=-108(LC 12), 3=-108(LC 12), 4=-220(LC 12) Max Grav 1=222(LC 17), 3=236(LC 18), 4=546(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-358/478 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=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) except (jt=lb) 1=108, 3=108, 4=220. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss V5 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24884153 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-EEqsD5qH1UMXB2hHRWFndGQ78Ha0X5?Kam1MwuyrwQi Scale = 1:15.0 1 2 3 4 3x4 4x4 3x4 2x4 0-0-100-0-10 8-3-08-2-6 4-1-8 4-1-8 8-3-0 4-1-8 0-0-41-8-100-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.34 0.11 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.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=8-1-13, 3=8-1-13, 4=8-1-13 Max Horz 1=-66(LC 10) Max Uplift 1=-68(LC 12), 3=-68(LC 12), 4=-137(LC 12) Max Grav 1=139(LC 17), 3=148(LC 18), 4=343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-238/363 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=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 except (jt=lb) 4=137. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss V6 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24884154 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-iQOEQRrvooUOoBFU?Em09TyKzhy4GZvUoQnvTKyrwQh Scale = 1:7.9 1 2 3 2x4 3x6 2x4 0-0-100-0-10 4-3-04-2-6 2-1-8 2-1-8 4-3-0 2-1-8 0-0-40-10-100-0-45.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.16 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: 11 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 4-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-1-13, 3=4-1-13 Max Horz 1=-27(LC 10) Max Uplift 1=-56(LC 12), 3=-56(LC 12) Max Grav 1=123(LC 1), 3=123(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-158/253, 2-3=-158/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=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. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss V7 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24884155 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-BcxddnrXZ6cFQLqgYxHFihVTu5IQ?zod14WT?myrwQg Scale = 1:19.4 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 7-0-8 7-0-8 0-0-42-11-35.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.23 0.15 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-11-14, 4=6-11-14, 5=6-11-14 Max Horz 1=156(LC 12) Max Uplift 4=-72(LC 12), 5=-189(LC 12) Max Grav 1=93(LC 1), 4=143(LC 17), 5=380(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-281/122 WEBS 2-5=-326/511 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=189. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss V8 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24884156 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-BcxddnrXZ6cFQLqgYxHFihVNx5FL??9d14WT?myrwQg Scale = 1:14.5 1 2 3 2x4 2x4 2x4 5-0-8 5-0-8 0-0-42-1-35.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.61 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-11-14, 3=4-11-14 Max Horz 1=105(LC 12) Max Uplift 1=-62(LC 12), 3=-106(LC 12) Max Grav 1=198(LC 17), 3=212(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-199/319 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=106. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss V9 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24884157 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-fpV?r7s9KPk62VPs6foUEu2fuVflkSPmGkG0XDyrwQf Scale = 1:9.1 1 2 3 2x4 2x4 2x4 3-0-8 3-0-8 0-0-41-3-35.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-11-14, 3=2-11-14 Max Horz 1=55(LC 12) Max Uplift 1=-32(LC 12), 3=-55(LC 12) Max Grav 1=102(LC 17), 3=110(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss V10 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24884158 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-uG0z9Om8CykF4GoKezfcwCiF5GvqsrQbQUKbFgyrwQn Scale = 1:10.5 1 2 3 2x4 2x4 2x4 3-8-8 3-8-8 0-0-41-6-95.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-14, 3=3-7-14 Max Horz 1=71(LC 12) Max Uplift 1=-42(LC 12), 3=-72(LC 12) Max Grav 1=134(LC 17), 3=144(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 1 and 72 lb uplift at joint 3. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss V11 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24884159 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-MSaLNknmzGs6iQNWChArSQFI4gArbIgkf838n7yrwQm Scale = 1:15.8 1 2 3 2x4 2x4 2x4 5-4-8 5-4-8 5-8-8 0-4-0 0-0-42-2-142-0-125.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.82 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-14, 3=5-7-14 Max Horz 1=122(LC 12) Max Uplift 1=-72(LC 12), 3=-123(LC 12) Max Grav 1=230(LC 17), 3=246(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-228/363 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 1 and 123 lb uplift at joint 3. August 2,2021 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job 2988431 Truss V12 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24884160 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 2 09:55:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-MSaLNknmzGs6iQNWChArSQFUUgH9bIgkf838n7yrwQm Scale = 1:6.4 1 2 3 2x4 1-9-0 1-9-0 0-0-40-8-125.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 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 1-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-8-6, 2=1-8-6, 3=1-8-6 Max Horz 1=26(LC 12) Max Uplift 1=-15(LC 12), 2=-31(LC 12) Max Grav 1=48(LC 17), 2=41(LC 17), 3=20(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 15 lb uplift at joint 1 and 31 lb uplift at joint 2. August 2,2021 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