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HomeMy WebLinkAboutT23571125.77427Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 77427 - RYAN PRUSSING MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ron Raymond Project Name: Rayn Prussing Model: . Tampa, FL 33610-4115 Lot/Block: . Subdivision: . Address: Unknown, . City: St Lucie County State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 51 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23571125 A 4/15/21 15 T23571139 G 4/15/21 2 T23571126 ATA 4/15/21 16 T23571140 G1 4/15/21 3 T23571127 ATB 4/15/21 17 T23571141 G2 4/15/21 4 T23571128 D 4/15/21 18 T23571142 G3 4/15/21 5 T23571129 D1 4/15/21 19 T23571143 G4 4/15/21 6 T23571130 D2 4/15/21 20 T23571144 G5 4/15/21 7 T23571131 D3 4/15/21 21 T23571145 G6 4/15/21 8 T23571132 D4 4/15/21 22 T23571146 G7 4/15/21 9 T23571133 D5 4/15/21 23 T23571147 G8 4/15/21 10 T23571134 D6 4/15/21 24 T23571148 G9 4/15/21 11 T23571135 D7 4/15/21 25 T23571149 G9A 4/15/21 12 T23571136 D8 4/15/21 26 T23571150 GRA 4/15/21 13 T23571137 D9 4/15/21 27 T23571151 GRB 4/15/21 14 T23571138 D9A 4/15/21 28 T23571152 GRC 4/15/21 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. %%%%tt111111►11" % PQ.0 I N VFW �.. G�E•N 3 ' • �� �'.� No 68182 O'. STATE OF SSJNAL�0`'• 1111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 15,2021 Velez, Joaquin 1 of 2 W1 llf� MiTek 0�1 RE: 77427 - RYAN PRUSSING Site Information: Customer Info: Ron Raymond Project Name: Rayn Prussing Model: . Lot/Block: . Subdivision: . Address: Unknown, . City: St Lucie County State: FL No. Seal# Truss Name Date 29 T23571153 GRID 4/15/21 30 T23571154 GRE 4/15/21 31 T23571155 GRG 4/15/21 32 T23571156 GRK 4/15/21 33 T23571157 GIRL 4/15/21 34 T23571158 GRM 4/15/21 35 T23571159 A 4/15/21 36 T23571160 J3 4/15/21 37 T23571161 J5 4/15/21 38 T23571162 J5P 4/15/21 39 T23571163 J7 4/15/21 40 T23571164 JC7 4/15/21 41 T23571165 JS1 4/15/21 42 T23571166 JS3 4/15/21 43 T23571167 JS5 4/15/21 44 T23571168 JS7 4/15/21 45 T23571169 K 4/15/21 46 T23571170 KJ5 4/15/21 47 T23571171 KJ7 4/15/21 48 T23571172 KJS7 4/15/21 49 T23571173 M 4/15/21 50 T23571174 MV2 4/15/21 51 T23571175 MV4 4/15/21 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571125 77427 A Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:15 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-9FQCxdK5XyKfpllDU12Lg76pD4115jmrzA0_8kzQsGw 1-6-0 5-8-12 9-0-0 12 4-0 15-7-4 21-4-0 22-10-0 1-6-0 5-8-12 3-3 4 3-4-0 3-3-4 5-8-12 1-6-0 Oil 4x4 = 4x4 = 3x5 = 3x4 = 4x6 = 3x4 = 3x5 = 9-0-0 12-4-0 21-4-0 9-0-0 3-4-0 9-0-0 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [7:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.19 9-17 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.34 9-17 >762 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.09 9-17 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-137(LC 10) Max Uplift 2=-538(LC 12), 7=-538(LC 12) Max Grav 2=968(LC 17), 7=968(LC 18) Scale = 1:39.6 PLATES GRIP MT20 244/190 Weight: 93 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1658/1065, 3-4=-1406/873, 4-5=-1273/843, 5-6=-1406/873, 6-7=-1658/1065 BOT CHORD 2-11=-852/1609, 9-11=-572/1295, 7-9=-877/1522 WEBS 3-11=-396/372, 4-11 =-1 56/420, 5-9=-155/420, 6-9=-396/372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VOW60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-0-0, Exterior(2E) 9-0-0 to 12-4-0, Exterior(2R) 12-4-0 to 16-6-15, Interior(1) 16-6-15 to 22-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in 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.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=538, 7=538. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571126 77427 ATA ATTIC 4 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:16 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-dS_a8zKjIFSWRSKP2SZaDKfr5UXbg2_CgmXgAzQsGv 1-6-0 7-0-4 7-11-14 9-1-13 10-8-0 12-2-3 11314 14-3-12 21 4-0 22-10-0 1-6-0 7-0 4 11-10 1-1-14 1-6-3 1-6-3 1-1-14 -11-10 7-0-4 1-6-0 Scale = 1:39.0 3x6 = Io 4x0 — 3x ,x8 MTla II -IL Jx4 11 4xb = 7-0-4 14-3-12 21-4-0 7-0-4 7-3-8 7-0-4 Plate Offsets (X,Y)-- [2:0-3-9,0-0-2], [5:0-3-0,Edge], [8:0-3-9,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.31 10-12 >826 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.53 10-12 >487 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.67 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.22 10-12 >999 240 Weight: 103 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=159(LC 11) Max Uplift 2=-395(LC 12), 8=-395(LC 12) Max Grav 2=1169(LC 18), 8=1169(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2288/633, 3-4=-1992/646, 4-5=-298/824, 5-6=-298/824, 6-7=-1992/646, 7-8=-2288/633 BOT CHORD 2-12=-400/2042, 10-12=-400/2042, 8-10=-400/2042 WEBS 7-10=0/561, 3-12=0/560, 4-6=-2927/1057 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 10-8-0, Exterior(2R) 10-8-0 to 13-8-0, Interior(1) 13-8-0 to 22-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.01b AC unit load placed on the top chord, 10-8-0 from left end, supported at two points, 4-0-0 apart. 5) All plates are MT20 plates unless otherwise indicated. This Item has been 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. Digital Signature. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 using a 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 Printed copies of this 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered 2=395, 8=395. signed and sealed and the 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571127 77427 ATB ATTIC 3 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:17 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-5eYyLILL3ZaN2cvccA4plYB1 WtsMZX77QUV4DczQsGu 1-6-0 7-0-4 ,7-11-14 9-1-13 10-8-0 12-2-3 13-4-2 ,14-3-121 20-5-0 1-6-0 7-0-4 0-11-10 1-1-14 1-6-3 1-6-3 1-1-14 0-11-10 6-1-4 Scale = 1:35.3 3x6 = 4xa 3x4 5x8 MT18HS = 3x4 7-0-0 4x6 7-0-4 14-3-12 20-5-0 7-04 7-3-8 6-1-0 Plate Offsets (X,Y)-- [2:0-1-0,0-2-0], [5:0-3-0,Edge], [8:0-0-13,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.31 9-11 >802 360 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.52 9-11 >470 240 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.24 11-16 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=153(LC 11) Max Uplift 8=-253(LC 12), 2=-387(LC 12) Max Grav 8=1079(LC 19), 2=1127(LC 18) PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 98 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2097/598, 3-4=-1827/623, 4-5=-274/686, 5-6=-260/679, 6-7=-1833/637, 7-8=-2107/620 BOT CHORD 2-11=-451/1858, 9-11=-451/1858, 8-9=-451/1858 WEBS 3-11=0/508, 7-9=0/514, 4-6=-2598/1018 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 10-8-0, Exterior(2R) 10-8-0 to 13-8-0, Interior(1) 13-8-0 to 20-5-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.01b AC unit load placed on the top chord, 10-8-0 from left end, supported at two points, 4-0-0 apart. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=253, 2=387. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 8 0 0 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571128 77427 D Roof Special 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:18 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-Zg6KZeMzgtiEgmUo9tc2llkEaHFOItPHf7Fel3zQsGt 7-2-81 9-0-0 13-9-0 15-0-0 21-3-0 27-9-8 344 0 40-0-0 7-2-8 1-9-8 4-9-0 1-3-0 6-3-0 6-6-8 6-6-8 5-8-0 5.00 12 5x8 = 4x8 = 5x12 = 3 29 4 30 4x6 = 4x8 = 31 o 32 Scale = 1:69.4 4x8 = 1 28 2 15 e ell 3x6 4x10 — 17 3x5 —_ 14 13 126xl2 = 3x6 II 4x6 = 6x12 = 6x8 = 8-0-0 7-1-0 7-?-8 9-0-Oi 10-9-10 13-9-0 i15-0-Oi 21-3-0 27-9-8 34-4-0 40-0-0 7-1-0 0-11-B 1-0-0 1-9-10 12 :6 1-3-0 6-3-0 6-6-8 6-6-8 5-8-0 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [6:0-3-0,Edge], [19:0-3-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.46 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.87 15-16 >548 240 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.62 15-16 >767 240 Weight: 247 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, BOT CHORD 2x4 SP M 30 'Except' except end verticals. 5-14,8-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 4-4-13 oc bracing: 15-16. 1-19,13-15,11-13: 2x4 SP M 30 4-10-0 oc bracing: 16-19 WEBS 1 Row at midpt 1-19, 7-11, 9-11 REACTIONS. (size) 20=Mechanical, 10=Mechanical Max Horz 20=41(LC 12) Max Uplift 20=-791(LC 12), 10=-796(LC 12) Max Grav 20=1469(LC 1), 10=1469(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1387/949, 1-2=-3685/2307, 2-3=-3528/2239, 3-4=-4439/2767, 4-5=-4680/2839, 5-7=-4608/2800, 7-8=-2279/1357, 8-9=-2320/1379, 9-10=-1396/893 BOT CHORD 18-19=-2298/3617, 16-18=-2097/3264, 15-16=-2767/4439, 5-15=-335/300, 13-14=-269/460, 12-13=-224/374, 8-11=-338/325 WEBS 1-19=-2362/3784, 3-18=-291/548, 3-16=-755/1326, 4-15=-229/268, 13-15=-1712/2869, 7-15=-922/1441, 7-13=-489/423, 11-13=-1759/2956, 7-11=-1152/684, 9-11=-1554/2609, 2-19=-1120/822, 2-18=-600/351, 4-16=-469/387 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-1-12, Interior(1) 4-1-12 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 39-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and to the use of this truss component. Sealed by Velez, Joaquin, PE 3) Provide adequate drainage to prevent water ponding. Digital Signature. 4) All plates are 3x4 MT20 unless otherwise indicated. using a 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed Copies Of this 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 7) Refer to girder(s) for truss to truss connections. signature must be verified 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 20=791, 10=796. on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571129 77427 D1 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:19 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-1 l gjm_NbbAg5lw2_ja7HrzHQlhcM1 KcQun_BHVzQsGs 5-9-14 11-0-0 13-9-0 21-3-0 27-5-8 33-8-0 3¢-4r0 40-0-0 5-9-14 5-2-2 2-9-0 7-6-0 6-2-8 6-2-8 8- 3x4 5x8 = 4x5 = 4x6 = 3x10 = 5.00 12 3 4 2728 56 29 7 30 5x6 = 31 8 6x8 = sxb 20 19 18 15 14 13 12 3x6 — 3x4 11 4x12 = 3x4 II 3x4 3x4 11 7x8 = 6x8 = 7x8 3x4 33 Scale = 1:70.5 I� I9 op a 5-9-14 11-0-0 13-9-0 21-3-0 27-5-8 33-8-0 3 -4 0 40-0-0 5-9-14 5-2-2 2-9-0 7-6-0 6-2-8 6-2-8 -8- 5-8-0 Plate Offsets (X,Y)-- [1:0-0-2,0-0-0], [3:0-5-12,0-2-8], [5:0-3-0,Edge], [8:0-3-0,0-2-4], [11:0-2-8,Edge], [16:0-2-12,Edge], [17:0-5-12,0-3-8], [19:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.31 16-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.66 16-17 >721 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.43 16-17 >999 240 Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, BOT CHORD 2x4 SP M 30 'Except' except end verticals. 4-18,6-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 5-2-14 oc bracing: 1-20 5-3-9 oc bracing: 19-20 5-1-4 oc bracing: 16-17. WEBS 1 Row at midpt 14-16, 11-14, 7-11 REACTIONS. (size) 1=Mechanical, 10=Mechanical Max Horz 1=135(LC 11) Max Uplift 1=-793(LC 12), 10=-796(LC 12) Max Grav 1=1477(LC 1), 10=1486(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3338/2066, 2-3=-2825/1793, 3-4=-3389/2217, 4-6=-3764/2412, 6-7=-3704/2374, 7-8=-1961/1347, 8-9=-2221/1403, 9-10=-1413/962 BOT CHORD 1-20=-1952/3049, 19-20=-1952/3049, 4-17=-555/412, 16-17=-2077/3439, 6-16=-378/345, 14-15=-255/355 WEBS 2-19=-604/452, 3-19=-400/242, 17-19=-1414/2475, 3-17=-952/1538, 4-16=-202/500, 14-16=-1421/2441, 7-16=-688/1112, 7-14=-422/378, 8-11 =-1 98/566, 11-14=-1578/2617, 7-11=-1047/576, 9-11=-1129/1904 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 11-0-0, Exterior(2R) 11-0-0 This item has been to 16-7-14, Interior(1) 16-7-14 to 33-8-0, Exterior(2R) 33-8-0 to 39-3-14, Interior(1) 39-3-14 to 39-10-4 zone;C-C for members and electronically signed and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific using a Digital Signature. to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. Printed Copies of this 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the will fit between the bottom chord and any other members. Signature must be Verified 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) on any electronic copies. 1=793, 10=796. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571130 77427 D2 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:20 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-VDE5_KODMUyyv3dBHIeWNApeK5_Mmpma7RklpxzQsGr 6-9-14 13-0-0 18-3-8 23-7-0 28-8-0 31-8-0 35-8 4 4%0-0 6-9-14 6-2-2 5-3-8 5-3-8 5-1-0 3-0-0 4-0 4 4-3-12 5x8 = 4x4 = 4x6 = F 3 27 428 5 629 30 4x5 = 5x8 = Scale = 1:68.9 20 19 18 17 16 13 12 11 3x6 = 4x6 = 5x10 = 6x8 = 6x8 = 6-9-14 13-0-0 18-3-8 23-7-0 28-8-0 31-8-0 40-0-0 6-9-14 6-2-2 5-3-8 5-3-8 5-1-0 3-0-0 8-4-0 Plate Offsets (X,Y)-- [1:0-6-2,0-0-4], [3:0-5-12,0-2-8], [5:0-3-0,Edge], [8:0-6-4,0-2-4], [14:0-6-0,0-3-12], [15:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.31 15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.57 14-15 >838 240 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(CT) 0.25 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.42 15 >999 240 Weight: 240 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 6-16,7-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 9-11 15-17,8-14: 2x4 SP M 30 REACTIONS. (size) 1=Mechanical, 11=Mechanical Max Horz 1=166(LC 11) Max Uplift 1=-793(LC 12), 11=-799(LC 12) Max Grav 1=1475(LC 1), 11=1475(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3282/2039, 2-3=-2652/1708, 3-4=-2703/1832, 4-6=-4110/2679, 6-7=-4139/2694, 7-8=-3508/2325, 8-9=-1986/1323 BOT CHORD 1-20=-1916/2992, 18-20=-1916/2992, 17-18=-1438/2390, 6-15=-276/258, 14-15=-2136/3547, 7-14=-656/473, 11-12=-924/1437 WEBS 2-20=0/274, 2-18=-738/531, 3-18=-186/428, 3-17=-285/578, 4-17=-1248/853, 15-17=-1689/2834, 4-15=-1028/1695, 7-15=-436/778, 12-14=-1244/2171, 8-14=-1687/2714, 8-12=-1488/929, 9-12=-158/535, 9-11=-1882/1235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 31-8-0, Exterior(2R) 31-8-0 to 37-3-14, Interior(1) 37-3-14 to 39-10-4 zone;C-C for members and This item has been forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. using a Digital Signature. 5) All plates are 3x4 MT20 unless otherwise indicated. Printed Copies Of this 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the will fit between the bottom chord and any other members. Signature must be Verified 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) on any electronic copies. 1=793, 11=799. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571131 77427 D3 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:21 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-_PoTBgOs7o4pXDCNR9IwOMnZV14VIsjL5TIMNzQsGq 6-2-6 11-9-0 15-0-0 22 4-0 , 28-8-0 ?,9-8-Q 34-8 4 40-0-0 6-2-6 5-6-10 3-3-0 7-4-0 6 4-0 -0- 5-0-4 5-3-12 5.00 12 5x8 = 3x4 11 5 27 28 6 29 20 19 3x4 = 3x5 = 3x10 = 3x4 11 3x4 Scale = 1:70.5 5x8 = 7 T V IN IN 13 12 11 10 3x4 11 4x10 = 3x6 II 6-2-6 11-9-0 15-0-0 22-4-0 28-8-0 9-8- 34-8-4 40-0-0 6-2-6 5-6-10 3-3-0 7-4-0 6-4-0 -0- 5-0 4 5-3-12 Plate Offsets (X,Y)-- [1:0-0-2,Edge], [3:0-3-0,Edge], [5:0-5-12,0-2-8], [7:0-5-12,0-2-8], [14:0-5-12,0-3-0], [18:0-7-8,0-3-0], [20:0-3-8,0- 1 -8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.33 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.63 15-17 >761 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(CT) 0.30 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.45 17-18 >999 240 Weight: 234 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 4-19: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. WEBS 2x4 SP No.3 *Except* 18-20: 2x4 SP M 30 REACTIONS. (size) 1=Mechanical, 10=Mechanical Max Horz 1=197(LC 11) Max Uplift 1=-792(LC 12), 10=-795(LC 12) Max Grav 1=1479(LC 1), 10=1487(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3330/2047, 2-4=-4719/3003, 4-5=-3536/2299, 5-6=-3484/2311, 6-7=-3484/2311, 7-8=-2953/1905, 8-9=-1822/1152, 9-1 0=-1 437/952 BOT CHORD 1-20=-1926/3039, 4-18=-647/1105, 17-18=-2671/4309, 15-17=-1924/3267, 14-15=-1556/2695 WEBS 2-20=-994/742, 18-20=-2015/3161, 2-18=-747/1264, 4-17=-1418/986, 5-17=-565/973, 5-15=-154/478, 6-15=-455/432, 7-15=-574/1031, 7-14=-155/413, 8-14=-603/1122, 8-11 =-1 160/818, 9-11=-1040/1710, 11-14=-1061/1743 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-3-14, Interior(1) 35-3-14 to 39-10-4 zone;C-C for members and This item has been forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. using a Digital Signature. 5) All plates are MT20 plates unless otherwise indicated. Printed Copies Of this 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the will fit between the bottom chord and any other members. Signature must be Verified 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) on any electronic copies. 1=792, 10=795. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571132 77427 D4 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:23 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-wovDcMQ6fPKXnXMmyQBD?pR3flvgzCrOpPyPQGzQsGo 5-4-11 9-11-14 17-0-0 22 4-0 27-8-0 2, 8-p 34-2-4 4%0-0 1-6-0 5-4-11 4-7-2 7-0-2 5-4-0 5 4-0 0- 5-6 4 5-9-12 5.00 12 5x6 — 3x4 — 5x6 = 3x4 I I 6 7 2526 27 8 9 Scale = 1:72.3 INI9 3x10 = 14 13 12 3x4 11 4x10 = 3x6 I 4x10 - 2.58 F12 9-11-14 17-0-0 22-4-0 28-8-0 34-2-4 40-0-0 9-11-14 7-0-2 5-4-0 6 4-0 5-6 4 5-9-12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [4:0-3-0,Edge], [6:0-3-0,0-2-4], [8:0-3-0,0-2-4], [15:0-2-12,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.52 18-19 >927 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.96 18-19 >496 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.72 Horz(CT) 0.46 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.71 18-19 >673 240 Weight: 233 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 9-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-18 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=246(LC 11) Max Uplift 2=-907(LC 12), 12=-797(LC 12) Max Grav 2=1557(LC 1), 12=1473(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5705/3651, 3-5=-5522/3521, 5-6=-3124/2038, 6-7=-2835/1973, 7-8=-2854/1982, 8-9=-2777/1945, 9-10=-2817/1855, 10-11=-1866/1196, 11-12=-1417/957 BOT CHORD 2-19=-3453/5348, 18-19=-3171/5004, 16-18=-1676/2854, 15-16=-1410/2434, 9-15=-203/258 WEBS 5-19=-659/1251, 5-18=-2381/1595, 6-18=-473/867, 7-18=-252/178, 7-16=-364/295, 8-16=-370/690, 8-15=-408/573, 13-15=-1073/1756, 10-15=-506/952, 10-13=-1081/780, 11-13=-1052/1722 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-6-0, Interior(1) 2-6-0 to 17-0-0, Exterior(2R) 17-0-0 to 22-7-14, Interior(1) 22-7-14 to 27-8-0, Exterior(2R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 39-10-4 zone;C-C for members This item has been and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. using a Digital Signature. 5) All plates are MT20 plates unless otherwise indicated. Printed Copies Of this 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the will fit between the bottom chord and any other members. signature must be verified 8) Refer to girder(s) for truss to truss connections. 9) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify on any electronic copies. capacity of bearing surface. Joaquin Velez PE No.68182 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert 6634 2=907, 12=797. 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571133 77427 IDS Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:24 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-O_TcpiRkQjSOOhxyW8jSY0_Fjilmib5913iyyizQsGn 1-6-0, 5-4-11 9-11-14 14-5-15 19-0-0 25-8-0 28-8-0 34-2-4 40-0-0 1-6-0 5-4-11 4-7-2 4-6-1 4-6-1 6-8-0 3-0-0 5-6 4 5-9-12 5.00 12 5x6 = 7 25 5x8 = 26 27 8 3x8 = 14 13 12 3x4 11 4x10 3x6 I 4x10 - 2.58 F12 Scale = 1:72.3 9-11-14 19-0-0 25-8-0 28-8-0 34-2-4 40-0-0 9-11-14 9-0-2 6-8-0 3-0-0 5-6 4 5-9-12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [5:0-3-0,Edge], [6:0-0-12,0-1-8], [7:0-3-0,0-2-4], [8:0-5-12,0-2-8], [15:0-5-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.64 17-19 >746 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -1.17 17-19 >410 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.46 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.69 17-19 >691 240 Weight: 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-7 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 2-19: 2x4 SP M 31, 9-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-0-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-19, 6-17 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=278(LC 11) Max Uplift 2=-907(LC 12), 12=-797(LC 12) Max Grav 2=1808(LC 17), 12=1673(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6802/3693, 3-4=-6506/3460, 4-6=-6580/3620, 6-7=-3108/1860, 7-8=-2866/1784, 8-9=-2745/1734, 9-10=-3112/1876, 10-11=-2082/1197, 11-12=-1580/958 BOT CHORD 2-19=-3497/6547, 17-19=-2065/3967, 16-17=-1290/2585, 15-16=-1517/2825, 9-15=-178/454 WEBS 3-19=-234/274, 4-19=-343/334, 6-19=-1482/2958, 6-17=-1381/855, 7-17=-390/905, 8-17=-191/495, 8-16=-294/693, 9-16=-656/416, 13-15=-1074/1938, 10-15=-542/1143, 10-1 3=-1 132/787, 11-13=-1048/1915 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-6-0, Interior(1) 2-6-0 to 19-0-0, Exterior(2R) 19-0-0 to 24-7-14, Interior(1) 24-7-14 to 25-8-0, Exterior(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 39-10-4 zone;C-C for members This item has been and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. using a Digital Signature. 5) All plates are MT20 plates unless otherwise indicated. Printed Copies Of this 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the will fit between the bottom chord and any other members, with BCDL = 10.Opsf. signature must be verified 8) Refer to girder(s) for truss to truss connections. 9) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify on any electronic copies. capacity of bearing surface. Joaquin Velez PE No.68182 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert 6634 2=907, 12=797. 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571134 77427 D6 Roof Special 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:25 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-sB1_12RMBOaEOrW84rEh4EWPC6cQR7PJGjRWV9zQsGm i-1-6-0, 5-4-4 9-11-14 15-5-15 21-0-0 23-8-0 28-8-0 32-10-13 37-1-10 39 4-0 1-6-0 5 4-4 4-7-10 5-6-1 4-2-13 4-2-13 2-2-6 Scale = 1:71.2 5x6 = 5.00 12 5x8 = 828 16 15 14 13 4x10 2.58 12 3x4 11 4x10 — 4x4 — 3x6 - 9-11-14 15-5-15 21-0-0 23-8-0 28-8-0 32-10-13 37-1-10 39-4-0 9-11-14 5-6-1 5-6-1 2-8-0 5-0-0 4-2-13 4-2-13 2-2-6 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [7:0-3-0,0-2-4], [8:0-5-12,0-2-8], [17:0-5-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.48 21-22 >983 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.87 21-22 >543 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.66 Horz(CT) 0.44 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.67 21-22 >700 240 Weight: 250 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 9-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-21, 6-19 REACTIONS. (size) 13=Mechanical, 2=0-8-0 Max Horz 2=287(LC 11) Max Uplift 13=-788(LC 12), 2=-890(LC 12) Max Grav 13=1448(LC 1), 2=1532(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5610/3684, 3-4=-5370/3477, 4-6=-3371/2269, 6-7=-2309/1659, 7-8=-2086/1613, 8-9=-2228/1614, 9-10=-2671/1820, 10-11=-1738/1136, 11-12=-832/533, 12-13=-1419/926 BOT CHORD 2-22=-3583/5318, 21-22=-3212/4873, 19-21=-2004/3060, 18-19=-1226/2010, 17-18=-1538/2442, 9-17=-117/331, 14-15=-575/893 WEBS 4-22=-690/1228, 4-21=-2020/1311, 6-21=-485/911, 6-19=-1328/913, 7-19=-422/656, 8-19=-203/360, 8-18=-269/476, 9-18=-639/470, 15-17=-1090/1724, 10-17=-648/1048, 10-1 5=-1 195/842, 11-14=-1322/913, 11-15=-530/847, 12-14=-1019/1593 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-3, Interior(1) 2-5-3 to 21-0-0, Exterior(2E) 21-0-0 to 23-8-0, Exterior(2R) 23-8-0 to 27-7-3, Interior(1) 27-7-3 to 39-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=788, 2=890. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571135 77427 D7 Roof Special 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:26 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-KNbMENS_xKi5e_5KdYlwdR3ZsWxXAWRSVNB31 bZQSGI r1-6-0, 5-4-4 9-11-14 16-1-15 22-4-0 28-8-0 35-1-10 39-11-3 1-6-0 5-4-4 4-7-10 6-2-1 6-2-1 6-4-0 6-5-10 4-9-9 5.00 12 4x10 = 2.58'12 5x6 = 13 12 11 3x4 II 4x10 = 3x4 11 23 Scale = 1:74.4 1'? p to o Mo N 9-11-14 16-1-15 19-3-15 22-4-0 28-8-0 35-1-10 39-11-3 9-11-14 6-2-1 3-2-0 3-0-1 6-4-0 6-5-10 4-9-9 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [5:0-3-0,Edge], [10:0-3-12,0-3-0], [14:0-6-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.51 17-18 >937 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.93 17-18 >511 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.40 23 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.72 17-18 >660 240 Weight: 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 8-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-15, 4-17 10-11: 2x4 SP M 30 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 23=0-7-4 Max Horz 2=293(LC 11) Max Uplift 2=-894(LC 12), 23=-783(LC 12) Max Grav 2=1549(LC 1), 23=1432(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5679/3617, 3-4=-5456/3412, 4-6=-3295/2117, 6-7=-2201/1513, 7-8=-2207/1524, 8-9=-2807/1790, 9-10=-1433/877 BOT CHORD 2-18=-3569/5383, 17-18=-3201/4951, 15-17=-1903/2986, 14-15=-1582/2552, 8-14=-56/352 WEBS 4-18=-687/1249, 7-15=-816/1328, 12-14=-939/1519, 9-14=-691/1096, 9-12=-1678/1146, 10-12=-1111/1821, 6-15=-1364/930, 6-17=-458/888, 4-17=-2158/1385, 8-15=-775/561, 10-23=-1543/950 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-15, Interior(1) 2-5-15 to 22-4-0, Exterior(2R) This item has been 22-4-0 to 26-3-15, Interior(1) 26-3-15 to 39-2-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 electronically signed and plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Digital Signature. to the use of this truss component. using a 4) Provide adequate drainage to prevent water ponding. Printed Copies of this 5) All plates are MT20 plates unless otherwise indicated. document are not considered 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * Signed and Sealed and the 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Signature must be Verified will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify on any electronic copies. capacity of bearing surface. Joaquin Velez PE No.68182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert 6634 2=894, 23=783. 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571136 77427 D8 Roof Special 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:27 2021 Page 1 I D:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-oZ9kSjTciegyF8gXBGG99fckYvGmvy?ckl wcz1 zQsGk r1-6-0, 5-4-4 9-11-14 , 16-1-15 22-4-0 28-8-0 , 33-1-10 , 39-11-3 1-6-0 5-4-4 4-7-10 6-2-1 6-2-1 6-4-0 4-5-10 6-9-9 5.00 12 4x10 = 2.58'12 5x6 = 13 12 11 3x4 II 4x10 = 3x4 11 23 Scale = 1:74.4 F I99 199 9-11-14 16-1-15 19-3-15 22-4-0 28-8-0 33-1-10 39-11-3 9-11-14 6-2-1 3-2-0 3-0-1 6-4-0 4-5-10 6-9-9 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [5:0-3-0,Edge], [10:0-3-12,0-3-0], [14:0-5-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.51 17-18 >934 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.93 17-18 >510 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.44 23 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.73 17-18 >652 240 Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 8-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 10-12, 6-15, 4-17 10-11: 2x4 SP M 30 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 23=0-7-4 Max Horz 2=314(LC 12) Max Uplift 2=-889(LC 12), 23=-789(LC 12) Max Grav 2=1549(LC 1), 23=1432(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5679/3636, 3-4=-5456/3435, 4-6=-3295/2119, 6-7=-2202/1510, 7-8=-2204/1518, 8-9=-2782/1787, 9-10=-1623/1008 BOT CHORD 2-18=-3635/5384, 17-18=-3268/4954, 15-17=-1953/2985, 14-15=-1614/2555, 8-14=-108/377 WEBS 4-18=-700/1249, 12-14=-1116/1809, 9-14=-660/1017, 9-12=-1873/1274, 10-12=-1170/1888, 7-15=-805/1319, 6-15=-1363/935, 6-17=-465/889, 4-17=-2159/1404, 8-15=-758/547. 10-23=-1482/919 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-15, Interior(1) 2-5-15 to 22-4-0, Exterior(2R) This item has been 22-4-0 to 26-3-15, Interior(1) 26-3-15 to 39-2-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 electronically signed and plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Digital Signature. to the use of this truss component. using a 4) Provide adequate drainage to prevent water ponding. Printed Copies of this 5) All plates are MT20 plates unless otherwise indicated. document are not considered 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * Signed and Sealed and the 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Signature must be Verified will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify on any electronic copies. capacity of bearing surface. Joaquin Velez PE No.68182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert 6634 2=889, 23=789. 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571137 77427 D9 Roof Special 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:28 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-Glj6f3UFTxyptlEjlznOis8vFJc?eP21yhgA5TzQsGj 39-11-3 -1-6-0 5-4-4 9-11-14 16-1-15 22-4-0 28-8-0 31-1-10 35-2-12 39-3-15 1-6-04-7-106-2-1 6-4-0 2-5-10 4-1-3 4-1-3 0-4- 0-3-3 Scale = 1:74.7 5x6 = 5.00 12 4x10 = 2.58 F12 15 14 13 12 3x4 11 6x8 — co 25 N V) OIM N 3x5 — 3x4 11 1 9-11-14 16-1-15 19-3-15 22-4-0 28-8-0 31-1-10 35-2-12 39-3-15 39r11-3 9-11-14 6-2-1 3-2-0 3-0-1 6-4-0 2-5-104-1-3 0-7-4 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [5:0-3-0,Edge], [11:0-3-4,0-4-0], [16:0-5-8,0-4-0], [21:0-1-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.51 19-20 >936 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.93 19-20 >511 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.35 25 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.73 19-20 >648 240 Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins, 9-11: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 8-15: 2x4 SP No.3 WEBS 1 Row at midpt 9-14, 6-17, 4-19 WEBS 2x4 SP No.3 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 25=0-7-4 Max Horz 2=355(LC 12) Max Uplift 2=-883(LC 12), 25=-794(LC 12) Max Grav 2=1549(LC 1), 25=1432(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5679/3650, 3-4=-5456/3451, 4-6=-3295/2119, 6-7=-2202/1505, 7-8=-2205/1513, 8-9=-2774/1792, 9-10=-1698/1075, 11-21=-813/1343 BOT CHORD 2-20=-3691/5392, 19-20=-3325/4964, 17-19=-1995/2985, 16-17=-1662/2588, 8-16=-125/403, 13-14=-658/1049 WEBS 4-20=-712/1250, 7-17=-800/1319, 14-16=-1417/2262, 9-16=-985/1477, 9-14=-2339/1544, 6-17=-1364/941, 6-19=-470/889, 4-19=-2162/1420, 8-17=-769/561, 10-14=-718/1120, 10-13=-662/499, 13-21=-809/1284, 10-21=-975/610, 11-25=-1454/905 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-15, Interior(1) 2-5-15 to 22-4-0, Exterior(2R) This item has been 22-4-0 to 26-3-15, Interior(1) 26-3-15 to 39-2-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 electronically signed and plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Digital Signature. to the use of this truss component. using a 4) Provide adequate drainage to prevent water ponding. Printed Copies of this 5) All plates are MT20 plates unless otherwise indicated. document are not considered 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * Signed and Sealed and the 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Signature must be Verified will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify on any electronic copies. capacity of bearing surface. Joaquin Velez PE No.68182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert 6634 2=883, 25=794. 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571138 77427 D9A ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:29 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-IyHVtPVtEF4gVSpvJhldF4h7Uj4PNvXuBLPjewzQsGi 5 4 4 9-11-14 16-1-15 22-4-0 29-1-10 , 33-4-13 , 37-8-0 39-11-3 1-6-0 5 4 4 4-7-10 6-2-1 6-2-1 6-9-10 4-3-3 2-3-3 5.00 F12 3x8 = 2.58 12 5x6 = 3x8 = Scale = 1:76.1 9-11-14 10r4-0 16-1-15 19-6-12 224-0 29-1-10 37-8-0 39-11-3 9-11-14 01-2 5-9-15 3 4-13 2-9-4 6-9-10 8-6-6 2-3-3 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [10:0-3-0,0-2-4], [11:0-6-12,Edge] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 CSI. DEFL. in (loc) I/deft L/d TC 0.59 Vert(LL) 0.44 18-22 >272 240 BC 0.50 Vert(CT) -0.38 18-22 >316 240 WB 0.71 Horz(CT) 0.04 23 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* BOT CHORD 4-18: 2x6 SP N0.2 WEBS OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 18=0-8-0, 23=0-7-4 Max Horz 2=453(LC 12) Max Uplift 2=-347(LC 12), 18=-1168(LC 12), 23=-554(LC 12) Max Grav 2=359(LC 21), 18=1621(LC 1), 23=1023(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-410/560, 3-4=-403/703, 4-6=-1112/677, 6-7=-1158/835, 7-8=-1159/837, PLATES GRIP MT20 244/190 Weight: 237 lb FT = 20% Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 8-16 8-9=-1581/1070, 9-1 0=-476/347,12-19=-633/914, 11-19=-633/914 BOT CHORD 2-18=-914/393, 17-18=-347/134, 16-17=-679/971, 14-16=-1044/1592, 13-14=-793/1138, 12-13=-297/449 WEBS 3-18=-728/1016, 4-18=-1430/944, 7-16=-260/545, 8-14=-328/341, 9-14=-392/657, 9-13=-983/715, 10-13=-445/834, 6-17=-380/380, 4-17=-822/1378, 8-16=-713/480, 10-12=-957/616, 11-23=-1037/715 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-15, Interior(1) 2-5-15 to 22-4-0, Exterior(2R) 22-4-0 to 26-3-15, Interior(1) 26-3-15 to 37-8-0, Exterior(2E) 37-8-0 to 39-2-3 zone; porch left exposed;C-C for members and forces This item has been & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed Copies Of this 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 7) Bearing at joint(s) 2, 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signature must be verified capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) on any electronic copies. 2=347, 18=1168, 23=554. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571139 77427 G HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:31 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-hKOFH5W7msLOkmzIQ6L5KVmXeXigrgJBefugiozQsGg 1 -6-0 4-12-0 9-0-0 0-0- 12-8-0 19-8-0 26-8-0 31-2-0 35-8-0 40-0-0 1-6-0 4-10-0 4-2-0 -0- 2-8-0 7-0-0 7-0-0 4-6-0 4-6-0 4-4-0 Scale = 1:71.1 3x4 = 5x8 = 4x6 = 4x5 = 3x6 = 3x4 11 3x4 = 5x8 = 5.00 12 4 5 6 29 7 8 30 9 31 10 32 11 N � IC1c 3J "' Z1 20 4x5 —_ 16 15 14 13 3x6 4x5 = 3x4 II 5x8 = 3x4 3x6 5x8 3x6 = 2.58 12 = 5x8 = 10-4-0 9-1-8 10-0-0 12-8-0 19-8-0 26-8-0 31-2-0 35-8-0 40-0-0 9-1-8 -10- 2d-0 7-0-0 7-0-0 0-4-0 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [11:0-5-12,0-2-8], [17:0-2-12,0-2-8], [23:0-4-0,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.34 23-26 >366 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.31 17-18 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) -0.07 21 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, BOT CHORD 2x4 SP M 30 'Except' except end verticals. 5-21: 2x6 SP No.2, 6-20,9-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-4 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-18 REACTIONS. (size) 2=0-8-0, 21=0-8-0, 13=Mechanical Max Horz 2=237(LC 12) Max Uplift 2=-423(LC 12), 21=-1118(LC 12), 13=-563(LC 12) Max Grav 2=321(LC 21), 21=1666(LC 1), 13=1051(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/1024, 3-4=-96/563, 4-5=-370/684, 5-6=-329/268, 6-7=-2072/1263, 7-9=-2430/1538, 9-10=-2375/1503, 10-11=-1680/1129, 11-12=-1157/751, 12-13=-1010/691 BOT CHORD 2-23=-1143/308, 22-23=-517/112, 21-22=-1709/1490, 5-22=-1228/770, 20-21=-373/272, 19-20=-999/647, 6-19=-938/665, 18-19=-191/415, 17-18=-1144/2072, 9-17=-310/277, 14-15=-616/1013 WEBS 3-23=-695/1068, 4-23=-694/274, 5-20=-789/1271, 6-18=-1075/1822, 7-18=-565/480, 7-17=-304/406, 15-17=-870/1486, 10-17=-465/829, 10-15=-723/506, 11-14=-378/311, 12-14=-664/1101, 11-15=-520/900, 4-22=-517/974 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2R) 9-0-0 This item has been to 14-7-14, Interior(1) 14-7-14 to 35-8-0, Exterior(2E) 35-8-0 to 39-10-4 zone; porch left exposed;C-C for members and forces & electronically signed and MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Digital Signature. to the use of this truss component. using a 4) Provide adequate drainage to prevent water ponding. Printed Copies Of this 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the will fit between the bottom chord and any other members. signature must be verified 7) Refer to girder(s) for truss to truss connections. 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify On any electronic copies. capacity of bearing surface. Joaquin Velez PE No.68182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert 6634 2=423, 21=1118, 13=563. 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571140 77427 G1 HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:32 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-9XydVRXIXATFMvYU_psKsiJf2w5TaGULtJeNFFzQsGf 11-0-0 -1-6-0 5-8-0 9-11-14 1p-8�1i 18-10-0 26-8-0 33-8-0 40-0-0 1-6-0 5-8-0 4-3-13 -8- 7-10-0 7-10-0 7-0-0 64-0 0-3-15 Scale = 1:71.1 5.00 12 5x6 = 3x8 = 3x6 = 3x4 11 5x8 = 3x5 11 4 5 24 25 6 7 26 8 27 28 9 31 6x8 = 13 3x4 1 12 11 3x6 11 3x4 11 3x6 = 2.58 F12 5x8 = 4x8 = Sx12 = 11-0-0 10-8-1 9-11-14 10-¢q 18-10-0 26-8-0 33-8-0 40-0-0 9-11-14 01412 7-10-0 7-10-0 7-0-0 6-4-0 0-4-1 0-3-15 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [9:0-5-12,0-2-8], [15:0-3-8,0-3-0], [18:0-5-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.44 19-22 >271 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.34 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, BOT CHORD 2x4 SP M 30 'Except' except end verticals. 8-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 5-7-4 oc bracing: 2-19 4-19: 2x6 SP No.2 7-1-9 oc bracing: 14-15. WEBS 1 Row at midpt 15-18, 6-18 REACTIONS. (size) 2=0-8-0, 19=0-8-0, 11=Mechanical Max Horz 2=245(LC 12) Max Uplift 2=-489(LC 12), 19=-1009(LC 12), 11=-595(LC 12) Max Grav 2=499(LC 1), 19=1421(LC 1), 11=1133(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-932/956, 3-4=-677/297, 4-5=-1017/524, 5-6=-745/400, 6-8=-2208/1395, 8-9=-2181/1387, 9-10=-1409/858, 10-11=-1078/718 BOT CHORD 2-19=-1063/867, 18-19=-220/721, 14-15=-1065/2005, 8-14=-415/391 WEBS 3-19=-354/899, 6-14=-255/256, 12-14=-599/1058, 9-14=-596/1090, 9-12=-358/325, 10-12=-674/1243, 5-18=-238/746, 15-18=-1064/2000, 6-18=-1408/935, 4-19=-1030/493 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 33-8-0, Exterior(2R) 33-8-0 to 39-3-14, Interior(1) 39-3-14 to 39-10-4 zone; porch left 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 This item has been to the use of this truss component. electronically signed and 4) Provide adequate drainage to prevent water ponding. Sealed by V2I8Z, Joaquin, PE 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed Copies Of this 7) Refer to girder(s) for truss to truss connections. document are not considered 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. signature must be verified 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=489, 19=1009, 11=595. On any electronic Copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571141 77427 G2 HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:33 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-djW?inYNIUb6z37hXXNZPwssEKR?JjGU6zNxnhzQsGe -1-6-0 5-8-0 9-11-14 1 -8 1 13-0-0 19-11-12 26-8-0 31-8-0 35-8-4 40-0-0 1-6-0 5-8-0 4-3-13 -8- 2-3-15 6-11-12 6-8-4 5-0-0 4-0-4 4-3-12 5x8 = 6 27 28 7 3x6 = 4x5 = 5x8 = 8 29 30 9 31 10 Scale = 1:70.8 5x8 = 3x10 = 15 14 13 5x12 = 4x8 = 6x8 = 3x6 � 2.58 12 10-8-1 9-11-14 1q-4,-q 13-0-0 19-11-12 26-8-0 31-8-0 40-0-0 9-11-14 0-4 2 2-3-15 6-11-12 6-8-4 5-0-0 8-4-0 Plate Offsets (X,Y)-- [2:0-3-1,0-1-8], [6:0-5-12,0-2-8], [10:0-5-12,0-2-8], [20:0-6-4,0-3-4] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.42 Vert(LL) 0.43 21-24 >281 240 MT20 244/190 BC 0.46 Vert(CT) -0.37 21-24 >325 240 WB 0.73 Horz(CT) 0.03 13 n/a n/a Matrix -MS Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 5-19,9-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-17, 9-17 4-21: 2x6 SP No.2 REACTIONS. All bearings 0-8-0 except Qt=length) 13=Mechanical. (Ib) - Max Horz 2=268(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-411(LC 12), 21=-700(LC 12), 20=-427(LC 12), 13=-557(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=344(LC 21), 21=488(LC 21), 20=1211(LC 18), 13=1041(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/613, 3-4=-302/661, 4-5=-200/535, 5-6=-192/585, 6-7=-1335/963, 7-9=-1335/963, 9-10=-1545/1111, 10-11=-1275/875 BOT CHORD 2-21=-744/295, 20-21=-474/362, 17-18=-104/297, 16-17=-906/1561, 13-14=-627/965 WEBS 3-21=-722/986, 18-20=-127/383, 6-20=-1314/798, 6-17=-776/1274, 7-17=-408/395, 9-17=-290/213, 14-16=-549/1052, 10-16=-375/607, 11-14=-67/301, 11-13=-1245/837, 4-21=-284/182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-6-0, Interior(1) 2-6-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 31-8-0, Exterior(2R) 31-8-0 to 37-3-14, Interior(1) 37-3-14 to 39-10-4 zone; porch left 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) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 411 lb uplift at joint 2, 700 lb uplift at joint 21, 427 lb uplift at joint 20 and 557 lb uplift at joint 13. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571142 77427 G3 HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:34 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-5v4Ow7Y?3njzbDit5Euoy7O19knO27ceLd7UJ7zQsGd -1-6-0 5-8-0 9-11-14 1 -8 1 15-0-0 22-4-0 29-8-0 34-8-4 40-0-0 1-6-0 5-8-0 4-3-13 -8- 4-3-15 7-4-0 7-4-0 5-0-4 5-3-12 5x8 = 5.00 12 5x8 = 7 26 8 27 9 18 17 '"` 16 — '"'" 14 13 12 5x8 = 3x8 = 3x6 = 3x6 I 3x6 2.58 F12 Scale = 1:72.3 10-8-1 9-11-14 10r4-q 15-0-0 22-4-0 29-8-0 34-8-4 40-0-0 9-11-14 04 2 4-3-15 7-4-0 7-4-0 5-0-4 5-3-12 0-4-1 Plate Offsets (X,Y)-- [2:0-3-1,0-1-8], [7:0-5-12,0-2-8], [9:0-5-12,0-2-8], [19:0-5-12,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.41 20-23 >294 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.37 20-23 >327 240 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 6-18: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 5-20: 2x6 SP No.2 REACTIONS. All bearings 0-8-0 except Qt=length) 12=Mechanical. (Ib) - Max Horz 2=299(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-435(LC 12), 20=-715(LC 12), 19=-379(LC 12), 12=-566(LC 12) Max Grav All reactions 250 lb or less atjoint(s) except 2=411(LC 23), 20=623(LC 23), 19=1298(LC 17), 12=1276(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-548/713, 3-5=-180/431, 5-6=-101/342, 6-7=-36/359, 7-8=-1412/934, 8-9=-1412/934, 9-10=-1518/900, 10-11=-1482/806, 11-12=-1187/691 BOT CHORD 2-20=-829/549, 19-20=-280/296, 6-19=-150/261, 16-17=-268/662, 14-16=-619/1318, 13-14=-684/1319 WEBS 3-20=-690/938, 17-19=-303/753, 7-19=-1245/653, 7-16=-531/966, 8-16=-459/434, 9-14=-19/263, 10-13=-330/297, 11-13=-707/1360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-6-0, Interior(1) 2-6-0 to 15-0-0, Exterior(2R) This item has been 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-3-14, Interior(1) 35-3-14 to 39-10-4 zone; porch left electronically signed and exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Digital Signature. to the use of this truss component. using a 4) Provide adequate drainage to prevent water ponding. Printed Copies Of this 5) All plates are 3x4 MT20 unless otherwise indicated. document are not considered 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * Signed and Sealed and the 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide nature must be verified signature will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. On any electronic Copies. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Joaquin Velez PE No.68182 capacity of bearing surface. MiTek USA, Inc. FL Cert 6634 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 2, 715 lb uplift at 6904 Parke East Blvd, Tampa FL 33610 joint 20, 379 lb uplift at joint 19 and 566 lb uplift at joint 12. Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571143 77427 G4 ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:35 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-Z6em7SZeg5rgDNH3fxP1 ULx5687xncsnZHsl rzzQsGc r1-6-0, 5 4-11 9-11-14 17-0-0 22 4-0 27-8-0 31-10-13 36-1-10 39-11-3 1-6-0 5 4-11 4-7-2 7-0-2 5-4-0 5-4-0 4-2-13 4-2-13 3-9-9 5.00 12 3x8 = 2.58 F12 5x6 = 3x8 = 5x6 = 6 26 7 27 28 8 3x4 11 Scale = 1:74.4 9-11-14 10 4-0 17-0-0 22 4-0 27-8-0 36-1-10 39-11-3 9-11-14 0-4-2 6-8-0 5-4-0 5-4-0 8-5-10 3-9-9 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [6:0-3-0,0-2-4], [8:0-3-0,0-2-4], [11:0-3-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.45 18-22 >266 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.38 18-22 >319 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.03 23 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 214 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-18: 2x6 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 18=0-8-0, 23=0-7-4 Max Horz 2=330(LC 12) Max Uplift 2=-384(LC 12), 18=-1138(LC 12), 23=-546(LC 12) Max Grav 2=348(LC 21), 18=1631(LC 1), 23=1021(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-338/566, 3-5=-324/660, 5-6=-1158/807, 6-7=-1000/813, 7-8=-1459/1131, 8-9=-1619/1158, 9-10=-2264/1457, 10-11=-1974/1236 BOT CHORD 2-18=-787/324, 17-18=-368/186, 16-17=-906/1426, 14-16=-906/1426, 13-14=-1212/1767, 12-13=-224/329 WEBS 3-18=-681/942, 5-18=-1408/998, 5-17=-796/1384, 7-17=-639/444, 8-14=-199/403, 9-14=-436/410, 9-13=-138/421, 10-13=-1032/707, 11-13=-1156/1878, 11-23=-1235/804 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-15, Interior(1) 2-5-15 to 17-0-0, Exterior(2R) 17-0-0 to 20-11-15, Interior(1) 20-11-15 to 27-8-0, Exterior(2R) 27-8-0 to 31-10-13, Interior(1) 31-10-13 to 39-2-3 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and to the use of this truss component. Sealed by Velez, Joaquin, PE 4) Provide adequate drainage to prevent water ponding. Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members. document are not considered 7) Bearing atjoint(s) 2, 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 2, 1138 lb uplift at signature must be verified joint 18 and 546 lb uplift at joint 23. On any electronic Copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply RYAN PRUSSING T23571144 77427 G5 ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:37 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-WUmWY8buMi5XShRSmMRVZmOWJxk9FUb41 bL8wSzQsGa -1-6-0 54-11 9-11-14 12-8-0 19-0-0 25-8-0 31-8-0 34-1-10 39-11-3 1-6-0 5-4-11 4-7-2 2-8-2 6-4-0 6-8-0 6-0-0 2-5-10 5-9-9 Scale = 1:74.4 5.00 12 5x6 = 5x8 = 7 29 30 8 5x6 3x6 � 28 6x8 = 4x8 _ 5 6 :�q� 5x6 = 5x14 = 4 11 3x4 = 1 S M 8HS — o 3 *112 = 18 17 16 K1 26 N o N 27 3x6 = 5x8 = o 0 2 21 20 5x8 = 14 13 12 A 1 5x10 = 3x4 3x4 6x8 = 3x4 0 32 3x6 = 2.58 F12 9-11-14 1q-4-0 12-8-0 19-0-0 25-8-0 31-8-0 34-1-10 39-11-3 9-11-14 0-4-2 2-4-0 6-4-0 6-8-0 6-0-0 2-5-10 5-9-9 Plate Offsets (X,Y)-- [2:0-3-0,0-1-1], [7:0-3-0,0-2-4], [8:0-5-12,0-2-8], [11:0-3-12,0-3-0], [15:0-7-8,0-4-12], [16:0-3-8,0-2-8], [21:0-7-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.34 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.64 15-16 >554 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) 0.20 26 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.46 15-16 >766 240 Weight: 219 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 6-20: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 9-16 4-21: 2x6 SP No.2, 10-15: 2x4 SP M 30 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 21=0-8-0, 26=0-7-4 Max Horz 2=375(LC 12) Max Uplift 2=-268(LC 12), 21=-1288(LC 12), 26=-513(LC 12) Max Grav 2=203(LC 21), 21=1882(LC 1), 26=957(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-76/804, 3-4=-1071/1544, 4-6=-194/264, 6-7=-1413/992, 7-8=-1249/992, 8-9=-1896/1339, 9-10=-4894/3303, 10-11=-1736/1130 BOT CHORD 2-21=-914/0, 6-19=-1098/861, 16-18=-1101/1732, 15-16=-3207/4695, 9-15=-986/1626 WEBS 3-21=-857/1102, 4-21=-798/514, 19-21=-1661/1072, 4-19=-733/1098, 6-18=-855/1306, 7-18=-17/311, 8-18=-634/424, 8-16=-331/645, 9-16=-3054/2167, 10-13=-2307/1585, 11-13=-1085/1669, 10-15=-1804/2624, 13-15=-1522/2359, 11-26=-1015/656 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-15, Interior(1) 2-5-15 to 19-0-0, Exterior(2R) 19-0-0 to 22-11-15, Interior(1) 22-11-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-7-15, Interior(1) 29-7-15 to 39-2-3 zone; porch left This item has been exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. Digital Signature. 4) Provide adequate drainage to prevent water ponding. using a 5) All plates are MT20 plates unless otherwise indicated. Printed Copies Of this 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the will fit between the bottom chord and any other members. signature must be verified 8) Bearing at joint(s) 2, 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. On any electronic Copies. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 lb uplift at joint 2, 1288 lb uplift at Joaquin Velez PE No.68182 joint 21 and 513 lb uplift at joint 26. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571145 77427 G6 ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:38 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-_hJulUbW70DO4q?eK4zk6zZfUL4r_xADFF5iSuzQsGZ -1-6-0 54-11 9-11-14 12-8-0 16-10-0 21-0-0 23-8-0 31-8-0 32 1 10 39-11-3 1-6-0 5-4-11 4-7-2 2-8-2 4-2-0 4-2-0 2-8-0 8-0-0 0- 0 7-9-9 Scale = 1:74.4 5x8 = 5.00 12 5x8 = 8 928 4x5 3x4 7 29 6x8 = 3x6 � 5x6 = 7x14 = 4x8 - 5 6 10 11 4 3x4 = 15 io 3 g 8 = 18 17 16 5x12 MT18HS = Xf 26 IN 27 3x6 = 7x8 0 0 2 21 20 3x4 = 1413 12 M 01 5x10 = 3x4 11 3x4 11 4x6 = 30 3x6 = 2.58 12 9-11-14 1q-Q-0 12-8-0 21-0-0 23-8-0 31-8-0 32r1�10 39-11-3 9-11-14 014-2 2-4-0 8-4-0 2-8-0 8-0-0 0- - 0 7-9-9 Plate Offsets (X,Y)-- [2:0-3-0,0-1-1], [8:0-5-12,0-2-8], [9:0-5-0,0-2-4], [11:0-3-12,Edge], [15:0-8-0,0-2-12], [18:0-2-0,0-1-8], [19:0-2-12,Edge], [21:0-7-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.44 14 >805 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.81 15-16 >438 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) 0.24 26 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.61 14 >583 240 Weight: 233 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 6-20: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-15 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 10-16, 11-15 4-21: 2x6 SP No.2, 10-16,11-15: 2x4 SP M 30 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 21=0-8-0, 26=0-7-4 Max Horz 2=420(LC 12) Max Uplift 2=-225(LC 12), 21=-1337(LC 12), 26=-503(LC 12) Max Grav 2=187(LC 21), 21=1956(LC 1), 26=949(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-209/1022, 3-4=-1207/1776, 4-6=-421/636, 6-7=-332/595, 7-8=-1276/944, 8-9=-1335/1037, 9-10=-1521/1026, 10-11=-4133/2645 BOT CHORD 2-21=-1129/0, 17-19=-755/957, 16-17=-729/1130, 15-16=-2823/4384 WEBS 3-21=-879/1107, 4-21=-835/549, 19-21=-1889/1123, 4-19=-634/998, 7-19=-1777/1260, 7-17=-31/328, 8-16=-360/516, 9-16=-24/314, 10-16=-3089/2052, 11-15=-2565/3988, 10-15=-535/487, 11-26=-978/602 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-15, Interior(1) 2-5-15 to 21-0-0, Exterior(2E) 21-0-0 to 23-8-0, Exterior(2R) 23-8-0 to 27-7-15, Interior(1) 27-7-15 to 39-2-3 zone; porch left exposed;C-C for members and forces This item has been & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. Digital Signature. 4) Provide adequate drainage to prevent water ponding. using a 5) All plates are MT20 plates unless otherwise indicated. Printed Copies Of this 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the will fit between the bottom chord and any other members. signature must be verified 8) Bearing at joint(s) 2, 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. On any electronic Copies. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint 2, 1337 lb uplift at Joaquin Velez PE No.68182 joint 21 and 503 lb uplift at joint 26. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571146 77427 G7 ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:39 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-SttHzgc8uKLFh_aqunUzeB6gWIRVjNmNUvgF_LzQsGY -1-6-01 5-4-11 9-11-14 12-8-0 11 -0 22-4-0 30-1-10 i31-8-Oi 38-8-0 $9-11-3 1-6-0 5-4-11 44-10-0 7-9-10 1-6-6 7-0-0 1-3-3 Scale = 1:78.9 5x6 = 5.00 F12 8 6x8 = 3x4 4x5 29 4x5 = 30 5x12 MT18HS = 3x6 7 5x6 = 5x12 — 9 10 12 4x8 i 5 6 32 1 4 3x4 = 1 m a 3 RSS = 18 19 5x10 — 17 27 Ao � N 28 3x6 = 3x4 — o 0 2 22 21 3x8 = 15 1413 ch 1 5x10 = 3x4 3x4 II 4x4 II 0 33 3x4 = 3x6 = 2.58 F12 12-8-0 9-11-14 10r4-0 22-4-0 30-1-10 i31-8-Oi 38-8-0 39-11-3 9-11-14 0-4-2 2-4-0 9-8-0 7-9-10 1-6-6 7-0-0 1-3-3 Plate Offsets (X,Y)-- [2:0-3-0,0-1-1], [11:0-9-12,0-2-8], [12:0-6-12,Edge], [13:Edge,0-3-8], [16:0-6-8,0-2-8], [20:0-2-12,Edge], [22:0-7-4,0-3-0] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 CSI. DEFL. in (loc) I/deft L/d TC 0.69 Vert(LL) 0.42 22-26 >285 240 BC 0.65 Vert(CT) -0.46 18-20 >779 240 WB 0.98 Horz(CT) 0.15 27 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except* 5-21,10-15: 2x4 SP NO-3 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 4-22: 2x6 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 22=0-8-0, 27=0-7-4 Max Horz 2=453(LC 12) Max Uplift 2=-257(LC 12), 22=-1289(LC 12), 27=-523(LC 12) Max Grav 2=243(LC 21), 22=1839(LC 1), 27=968(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-36/689, 3-4=-951/1440, 5-7=-279/125, 7-8=-1378/951, 8-9=-1411/942, 9-10=-2976/1946, 10-11=-2722/1840, 11-12=-537/324, 13-23=-268/227, 12-23=-268/227 BOT CHORD 2-22=-797/0, 18-20=-877/1200, 17-18=-1951/2997, 16-17=-1808/2724, 10-16=-588/419, 13-14=-177/260 WEBS 3-22=-838/1082, 4-22=-936/608, 20-22=-1405/797, 4-20=-736/1166, 7-20=-1293/914, 8-18=-348/681, 9-18=-1830/1239, 9-17=-290/320, 10-17=-288/431, 11-16=-1736/2578, 11-14=-200/342, 12-27=-997/686 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 236 lb FT = 20% Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. Rigid ceiling directly applied or 5-3-2 oc bracing. 1 Row at midpt 9-18, 11-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-15, Interior(1) 2-5-15 to 22-4-0, Exterior(2R) This item has been 22-4-0 to 26-3-15, Interior(1) 26-3-15 to 38-8-0, Exterior(2E) 38-8-0 to 39-2-3 zone; porch left exposed;C-C for members and forces electronically signed and & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Digital Signature. to the use of this truss component. using a 4) Provide adequate drainage to prevent water ponding. Printed Copies of this 5) All plates are MT20 plates unless otherwise indicated. document are not considered 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * Signed and Sealed and the 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Signature must be Verified will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify on any electronic copies. capacity of bearing surface. Joaquin Velez PE No.68182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 2, 1289 lb uplift at MiTek USA, Inc. FL Cert 6634 joint 22 and 523 lb uplift at joint 27. 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571147 77427 G8 ROOF SPECIAL 1 1 Job Reference (optional) L:namDers I Russ, tort coerce, tL - 349SZ, i5.43U S Mar z2 zuzi MI I eK Industries, Inc. vvea Apr 14 U8:23:41 ZUZ1 rage 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-OG?l OWeOPxbzxlkD?CWRkcBBOZ9YBHBgyCJM3DzQsGW -1-6-0 5-4-11 9-11-14 12-8-0 17-6-0 22-4-0 28-1-10 31-8-0 36-8-0 39-11-3 1-6-04-7-2 2-8-2 4-10-0 4-10-0 5-9-10 3-3-3 Scale = 1:76.1 5x6 = 5.00 F12 8 3x4 II 4x5 2g 5x6 = 4x5 = 30 5x8 = 6x8 = 3x6 7 9 10 4x10 = 12 6 3 32 4x8 5 4 N 3x4 = 1 . 3 �1c8 = 19 18 17 Sx _ 0 27 A0 N 28 3x6 — 3x8 = 3x4 = o 0 2 22 21 15 14 13 A 1 5x10 = 3x4 II 3x4 II 3x4 = 4x5 = 0 33 3x6 - 2.58 12 9-11-14 10r4-0 12-8-0 17-6-0 20-4-13 1 22-4-0 28-1-10 31-8-0 36-8-0 39-11-3 9-11-14 0-4-2 2-0-0 4-10-0 2-10.13 1-11-3 5-9-10 3-6-6 5-0-c 3-3-3 Plate Offsets (X,Y)-- [2:0-3-0,0-1-1], [11:0-5-12,0-2-8], [12:0-6-12,Edge], [16:0-5-12,0-2-8], [20:0-2-12,Edge], [22:0-7-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.42 22-26 >286 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.45 18-20 >784 240 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.12 27 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 243 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, BOT CHORD 2x4 SP M 30 'Except' except end verticals. 5-21,10-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing. WEBS 2x4 SP No.3 *Except* 4-22: 2x6 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 22=0-8-0, 27=0-7-4 Max Horz 2=453(LC 12) Max Uplift 2=-279(LC 12), 22=-1259(LC 12), 27=-531(LC 12) Max Grav 2=264(LC 21), 22=1787(LC 1), 27=982(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/554, 3-4=-830/1291, 4-5=-348/197, 5-7=-493/309, 7-8=-1414/986, 8-9=-1419/994, 9-10=-2312/1594, 10-11=-1985/1408, 13-23=-575/868, 12-23=-575/868 BOT CHORD 2-22=-706/8, 18-20=-952/1293, 17-18=-1545/2323, 16-17=-1346/1997, 10-16=-504/418, 13-14=-377/556 WEBS 3-22=-817/1069, 4-22=-991/651, 20-22=-1177/658, 4-20=-800/1249, 10-17=-296/410, 14-16=-389/567, 11-16=-1136/1666, 11-13=-933/632, 8-18=-440/751, 9-18=-1194/852, 7-20=-1074/787, 12-27=-994/677 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-15, Interior(1) 2-5-15 to 22-4-0, Exterior(2R) This item has been 22-4-0 to 26-3-15, Interior(1) 26-3-15 to 36-8-0, Exterior(2E) 36-8-0 to 39-2-3 zone; porch left exposed;C-C for members and forces electronically signed and & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 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. using a Digital Signature. 4) Provide adequate drainage to prevent water ponding. Printed Copies Of this 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the will fit between the bottom chord and any other members. signature must be verified 7) Bearing at joint(s) 2, 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. On any electronic Copies. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 2, 1259 lb uplift at Joaquin Velez PE No.68182 joint 22 and 531 lb uplift at joint 27. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571148 77427 G9 ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:42 2021 Page 1 I D:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-sSZPbsfl AFjgYSJPZwl gGpkL1 yWZwkjpAs3vbfzQsGV -1-6-0 5-4-11 9-11-14 12-8-0 17-6-0 22-4-0 26-1-10 31-8-0 34-8-0 39-11-3 1-6-0 5-4-11 4-7-2 2-8-2 4-10-0 4-10-0 3-9-10 3-0-0 5-3-3 3x6 - 2.58 12 5.00 F12 5x6 = Scale = 1:76.1 1 6 A 27 4 O N O A 9-11-14 10rq-0 12-8-0 17-6-0 19-4-13 22-4-0 26-1-10 31-8-0 34-8-0 39-11-3 9-11-14 0-4-2 2-0-0 4-10-0 1-10-13 2-11-3 3-9-10 5-6-6 3-0-0 5-3-3 Plate Offsets (X,Y)-- [2:0-3-0,0-1-1], [11:0-5-12,0-2-8], [12:0-6-12,Edge], [16:0-6-0,0-2-8], [20:0-2-12,Edge], [22:0-7-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.42 22-26 >286 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.45 18-20 >785 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.11 27 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 247 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, BOT CHORD 2x4 SP M 30 'Except' except end verticals. 5-21,10-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 4-22: 2x6 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 22=0-8-0, 27=0-7-4 Max Horz 2=453(LC 12) Max Uplift 2=-286(LC 12), 22=-1249(LC 12), 27=-533(LC 12) Max Grav 2=271(LC 21), 22=1769(LC 1), 27=986(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-27/521, 3-4=-793/1246, 4-5=-443/266, 5-7=-584/375, 7-8=-1424/1006, 8-9=-1406/1034, 9-10=-1870/1357, 10-11=-1577/1180, 13-23=-486/796, 12-23=-486/796 BOT CHORD 2-22=-671/38, 18-20=-986/1325, 17-18=-1256/1876, 16-17=-1090/1605, 10-16=-445/405, 13-14=-485/727 WEBS 3-22=-810/1065, 4-22=-1015/670, 20-22=-1103/601, 4-20=-826/1286, 8-18=-521/824, 10-17=-194/322, 14-16=-572/885, 11-16=-972/1400, 11-14=-473/396, 11-13=-944/623, 9-18=-862/640, 7-20=-1004/753, 12-27=-1001/676 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-15, Interior(1) 2-5-15 to 22-4-0, Exterior(2E) This item has been 22-4-0 to 26-1-10, Interior(1) 26-1-10 to 34-8-0, Exterior(2R) 34-8-0 to 38-7-15, Interior(1) 38-7-15 to 39-2-3 zone; porch left electronically signed and exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Digital Signature. to the use of this truss component. using a 4) Provide adequate drainage to prevent water ponding. Printed Copies Of this 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the will fit between the bottom chord and any other members. signature must be verified 7) Bearing at joint(s) 2, 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. On any electronic Copies. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 2, 1249 lb uplift at Joaquin Velez PE No.68182 joint 22 and 533 lb uplift at joint 27. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply RYAN PRUSSING T23571149 77427 G9A ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:43 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-Ke7npBffxYrhAeue7dYvp1 GUaMr9fDGyPWoT76zQsGU 1-6-0, 5 4 4 9-11-14 16-1-15 22-4-0 27-3-2 31-6-5 35-9-8 39-11-3 1-6-0 5 4 4 4-7-10 6-2-1 4-11-2 4-1-11 3x8 = 2.58 12 5.00 F12 5x6 = 25 Scale = 1:76.1 9-11-14 10-0 18-7-8 27-3-2 35-9-8 39-11-3 9-11-14 0V-2 8-3-8 8-7-10 8-6-6 4-1-11 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [10:0-3-0,0-2-4], [11:0-6-12,Edge], [17:0-7-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.45 17-21 >266 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.37 17-21 >326 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.06 22 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 237 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. 4-17: 2x6 SP No.2 WEBS 1 Row at midpt 6-17 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 17=0-8-0, 22=0-7-4 Max Horz 2=453(LC 12) Max Uplift 2=-372(LC 12), 17=-1134(LC 12), 22=-562(LC 12) Max Grav 2=408(LC 23), 17=1771(LC 17), 22=1194(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-572/676, 3-4=-287/459, 4-6=-122/384, 6-7=-1433/879, 7-8=-1896/1212, 8-9=-1691/1043, 9-10=-837/552, 12-18=-574/1029, 11-18=-574/1029 BOT CHORD 2-17=-1036/573, 16-17=-759/1274, 14-16=-681/1211, 13-14=-828/1338, 12-13=-461/794 WEBS 3-17=-696/1006, 4-17=-370/315, 6-17=-1870/987, 6-16=-11/275, 7-16=-38/291, 7-14=-551/1038, 8-14=-935/696, 9-14=-252/578, 9-13=-863/579, 10-13=-400/917, 10-12=-1181/669, 11-22=-1210/720 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-15, Interior(1) 2-5-15 to 22-4-0, Exterior(2R) 22-4-0 to 26-3-15, Interior(1) 26-3-15 to 35-9-8, Exterior(2E) 35-9-8 to 39-2-3 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and to the use of this truss component. Sealed by Velez, Joaquin, PE 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. using a Digital Signature. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members, with BCDL = 10.Opsf. document are not considered 7) Bearing atjoint(s) 2, 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. signature must be verified 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 lb uplift at joint 2, 1134 lb uplift at joint 17 and 562 lb uplift at joint 22. On any electronic Copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply RYAN PRUSSING T23571150 77427 GRA Hip Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:44 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-ogh9OXgHiszYolTohK38LEphimAyOgl6eAYOgYzQsGT 1-6-0 3-9-14 7-0-0 10-8-0 14-4-0 17-6-2 21-4-0 22-10-0 1-6-0 3-9-14 3-2-2 3-8-0 3-8-0 3-2-2 3-9-14 1-6-0 Of 4x8 = 2x3 11 4x8 — 3 18 4 19 5 3x5 = 2x3 11 4x6 = 2x3 11 3x5 = 3x8 Scale = 1:39.6 3-9-14 7-0-0 10-8-0 14-4-0 17-6-2 21-4-0 3-9-14 3-2-2 3-8-0 3-8-0 3-2-2 3-9-14 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [3:0-5-4,0-2-4], [5:0-5-4,0-2-4], [6:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.20 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.25 9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.08 6 n/a We BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-111(LC 6) Max Uplift 2=-1094(LC 8), 6=-1094(LC 8) Max Grav 2=1641(LC 1), 6=1641(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3439/2176, 3-4=-3497/2315, 4-5=-3497/2315, 5-6=-3439/2176 BOT CHORD 2-11=-1855/3112, 9-11=-1866/3138, 8-9=-1866/3138, 6-8=-1855/3112 WEBS 3-11=-217/608, 3-9=-406/564, 4-9=-450/412, 5-9=-407/564, 5-8=-217/608 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 1094 lb uplift at joint 2 and 1094 lb uplift This item has been at joint 6. electronically signed and 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 320 lb up at sealed by Velez, Joaquin, PE 7-0-0, 138 lb down and 167 lb up at 9-0-12, 138 lb down and 167 lb up at 10-8-0, and 138 lb down and 167 lb up at 12-3-4, and Digital Signature. 206 lb down and 320 lb up at 14-4-0 on top chord, and 351 lb down and 254 lb up at 7-0-0, 85 lb down and 27 lb up at 9-0-12, 85 using a lb down and 27 lb up at 10-8-0, and 85 lb down and 27 lb up at 12-3-4, and 351 lb down and 254 lb up at 14-3-4 on bottom chord. Printed Copies Of this The design/selection of such connection device(s) is the responsibility of others. document are not considered 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) Joaquin Velez PE No.68182 Vert: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=-20 MiTek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 6904 Parke East Blvd, Tampa FL 33610 Vert: 3=-158(F) 5=-158(F) 11=-351(F) 9=-65(F) 4=-109(F) 8=-351(F) 18=-109(F) 19=-109(F) 20=-65(F) 21=-65(F) Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571151 77427 GRB ROOF SPECIAL GIRDER 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:46 2021 Page 1 ID:ZglyVBSkd41 E8Zpzzhi2jHzR7Xy-IDowRDiXETDG13dAol6cRfuOXamvsdAP5U17kRzQsGR 1-6-0 2-8-0 5-0-0 7-0-0 10-8-0 12-8-0 14-0-0 16-5-11 20-5-0 1-6-0 2-8-0 2 4-0 2-0-0 3-8-0 2-0-0 1 4-0 2-5-11 3-11-5 0-1 6x8 — 8x10 = THD28-2 HUS26 10 HUS26 V 4x8 = 5x14 = HUS26 3x4 8x10 = HUS26 HUS26 Scale = 1:36.5 2-8-0 5-0-0 7-0-0 10-8-0 12-8-0 14-0-0 16-5-11 20-5-0 2-8-0 2-4-0 2-0-0 3-8-0 2-0-0 1 4-0 2-5-11 3-11-5 Plate Offsets (X,Y)-- [1:0-10-14,0-0-0], [2:0-3-3,Edge], [7:0-0-11,Edge], [8:0-3-8,0-4-0], [11:0-5-12,0-3-0], [12:0-5-0,0-5-4], [13:0-6-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.16 13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.29 13 >816 240 BCLL 0.0 * Rep Stress Incr NO WB 0.62 Horz(CT) 0.16 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.22 13 >999 240 Weight: 469 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x8 SP 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-11: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 4-12,8-11,5-9: 2x4 SP M 30 REACTIONS. (size) 1=0-8-0, 7=Mechanical Max Horz 1=129(LC 7) Max Uplift 1=-3241(LC 8), 7=4251(LC 8) Max Grav 1=5654(LC 1), 7=7631(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2136/1253, 2-3=-17879/10274, 3-4=-12564/7135, 4-5=-12488/7099, 5-6=-16291/9141,6-7=-14313/8000 BOT CHORD 2-13=-9500/16681, 12-13=-9500/16681, 11-12=-8479/15308, 8-9=-388/697, 7-8=-7245/13044 WEBS 3-13=-2557/4352, 3-12=-5646/3424, 4-12=-4845/8595, 5-12=-4221/2339, 8-11=-7116/12812, 6-11 =-1 197/2201, 6-8=-1382/823, 9-11=-411/834, 5-11=-2130/3965 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc, Except member 12-3 2x4 - 1 row at 0-9-0 oc, member 12-4 2x4 - 1 row at 0-9-0 oc, member 12-5 2x4 - 1 row at 0-9-0 oc, member 8-11 2x4 - 1 row at 0-9-0 oc, member 11-6 2x4 - 1 row at 0-9-0 oc, This item has been member 6-8 2x4 - 1 row at 0-9-0 oc, member 5-9 2x4 - 1 row at 0-9-0 oc. electronically Signed and 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 sealed by Velez, Joaquin, PE 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. using a Digital Signature. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. Printed copies of this 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 document are not considered 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific signed and sealed and the to the use of this truss component. Signature must be Verified 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide on any electronic copies. will fit between the bottom chord and any other members. Joaquin Velez PE No.68182 8) Refer to girder(s) for truss to truss connections. MiTek USA, Inc. FL Cert 6634 9) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 6904 Parke East Blvd, Tampa FL 33610 capacity of bearing surface. Date: 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3241 lb uplift at joint 1 and 4251 lb April 15,2021 uplift at joint 7. Continued on p A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571151 77427 GRB ROOF SPECIAL GIRDER 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:46 2021 Page 2 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-IDowRDiXETDG13dAol6cRfu0XamvsdAP5U17kRzQsGR NOTES- 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) Use USP THD28-2 (With 28-16d nails into Girder & 16-10d nails into Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 13) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 19-0-12 to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 14-15=-20, 11-21=-20, 10-18=-20 Concentrated Loads (lb) Vert: 13=-3050(B) 24=-1455(B) 25=-1466(B) 26=-1455(B) 28=-1467(B) 29=-1453(B) 30=-1453(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571152 77427 GRC ROOF SPECIAL GIRDER 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:47 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-DPMIeZi9?nM7fDBNMTdr-ctR9Nz8gb?RYK8mgGtzQsGQ 2-8-0 6-3-0 8-2-0 9-10-0 10-6-0 12-9-2 16-4-0 2-8-0 3-7-0 1-11-0 1-8-0 0-8-0 2-3-2 3-6-14 5x6 — /1NO I7UJ2b 10x10 = HuJ2ti HUS26 Scale = 1:27.0 4x6 = 0 ao I� 0 2-8-0 6-3-0 8-2-0 9-10-0 10-6-0 12-9-2 16-4-0 2-8-0 3-7-0 1-11-0 1-8-0 0-8-0 2-3-2 3-6-14 Plate Offsets (X,Y)-- [1:0-9-10,0-1-0], [7:0-2-14,0-0-0], [8:0-3-8,0-5-0], [11:0-9-4,0-4-4], [12:0-5-0,0-5-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.14 14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.26 14 >705 240 BCLL 0.0 * Rep Stress Incr NO WB 0.94 Horz(CT) 0.13 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.20 14 >922 240 Weight: 326 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-11: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 8-11,5-9: 2x4 SP M 30 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-102(LC 6) Max Uplift 1=-2198(LC 8), 7=-3521(LC 8) Max Grav 1=3840(LC 1), 7=6290(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-1435/856, 2-3=-13113/7560, 3-4=-10863/6265, 4-5=-10800/6223, 5-6=-14284/8111, 6-7=-12500/7042 BOT CHORD 2-13=-6943/12197, 12-13=-6943/12197, 11-12=-7756/13840, 8-9=-513/926, 7-8=-6481/11574 WEBS 8-11=-6244/11140, 6-11=-896/1580, 6-8=-1477/892, 3-13=-1525/2620, 9-11=-713/1344, 5-11=-2368/4352, 4-12=-4249/7394, 5-12=-4435/2464, 3-12=-2759/1667 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc, 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-8 2x4 - 1 row at 0-7-0 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 This item has been ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. electronically signed and 3) Unbalanced roof live loads have been considered for this design. Sealed by Velez, Joaquin, PE 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. Digital Signature. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 using a 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies of this to the use of this truss component. document are not considered 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * Signed and Sealed and the 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Signature must be Verified will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify on any electronic copies. capacity of bearing surface. Joaquin Velez PE No.68182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2198 lb uplift at joint 1 and 3521 lb uplift MiTek USA, Inc. FL Cert 6634 at joint 7. 6904 Parke East Blvd, Tampa FL 33610 10) Use USP THD28-2 (With 28-16d nails into Girder & 16-1 Od nails into Truss) or equivalent at 7-1-8 from the left end to connect Date: truss(es) to front face of bottom chord. April 15,2021 Continued on page 2 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571152 77427 GRC ROOF SPECIAL GIRDER 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:47 2021 Page 2 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-DPMIeZi9?nM7fDBNMTdrztR9Nz8gb?RYK8mgGtzQsGQ NOTES- 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 15-0-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 14-15=-20, 2-11=-20, 10-18=-20 Concentrated Loads (lb) Vert: 20=-1460(F) 23=-3133(F) 24=-1449(F) 25=-1457(F) 26=-1455(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply RYAN PRUSSING T23571153 77427 GRD Roof Special Girder 1 Job Reference (optional) L:namoers I russ, ion tierce, rL - a4adz, t5.4au s Mar zz zuzi MI I eK Inausrrles, Inc. vvea Apr 14 Uts:zs:os zuzl rage l ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-2ZjZvcnwad6GN8fXijkFD8hEOOAs?jhRi4D_UXzQsGK 3-8-4 7-1-0 10-5-0 13-9-0 17-6-0 21-3-0 25-7-5 29-11-11 34-4-0 37-0-4 40-0-0 3-8 4 3-4-12 3 4-0 3 4-0 3-9-0 3-9-0 4-4-5 4-4-5 2-11-12 Scale = 1:67.9 5x10 = 4x5 = 5x6 4x5 = 5x8 MT18HS = 4x5 = 5x12 = 4x6 = 4x10 = 1 31 2 32 3 33 434 5 635 36 7 37 38 8 39 40 941 10 11 42 12 43 13 44 14 r c� cb 28 5 e24 22 17 SO 45 za 46 50 51 LS 52 53 59 1u 60 ib 3x6 5x10 - 27 47 26 48 49 257x14 MT18HS - 21 54 55 20 56 57 19 58 186x8 - 6x8 = 7x10 MT18HS = 5x14 = 3x8 7x14 MT18HS = 6x8 = 7x8 = = 3-8 4 7-1-0 10-5-0 13-9-0 17-6-0 21-3-0 25-7-5 29-11-11 34-4-0 37-0 4 40-0-0 3-8 4 3-4-12 3 4-0 3 4-0 3-9-0 3-9-0 4 4-5 4-4-5 4 4-5 2-8-4 2-11-12 Plate Offsets (X,Y)-- [5:0-4-0,Edge], [10:0-3-0,Edge], [17:0-2-4,0-2-12], [20:0-3-8,0-2-4], [22:0-10-8,0-4-8], [24:0-10-12,0-4-4], [28:0-7-8,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.73 22-23 >654 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -1.37 22-23 >347 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.95 Horz(CT) 0.21 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 1.10 22-23 >432 240 Weight: 492 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 22-24: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 1-29,3-29,26-28,4-28,24-26,4-24,20-22,17-19: 2x4 SP M 30 REACTIONS. (size) 30=Mechanical, 15=Mechanical Max Uplift 30=-1906(LC 8), 15=-1906(LC 8) Max Grav 30=3153(LC 1), 15=3141(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-10-7 oc bracing: 28-29 5-10-6 oc bracing: 23-24 5-6-10 oc bracing: 22-23 6-5-8 oc bracing: 19-20. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-3082/1896, 1-2=-4593/2781, 2-3=-4593/2781, 3-4=-8566/5208, 4-6=-13145/7987, 6-7=-13751/8343,7-8=-13751/8343,8-9=-14437/8792,9-11=-8150/4961, 11-12=-6586/4023, 12-13=-6731/4106 BOT CHORD 28-29=-5318/8757, 3-28=-1389/2433, 26-27=-462/767, 25-26=-591/969, 6-24=-458/369, 23-24=-8182/13472, 22-23=-9014/14815, 8-22=-92/336, 20-21=-770/1290, 19-20=-6066/9967, 18-19=-616/1046, 12-17=-371/336, 16-17=-2259/3717, 15-16=-2259/3717 WEBS 1-29=-3278/5414, 2-29=-409/347, 3-29=-4947/3017, 26-28=-4736/7797, 4-28=-224/315, 4-26=-3883/2473, 24-26=-4603/7589, 4-24=-3538/5811, 6-23=-233/344, 7-23=-413/349, 8-23=-1220/780, 20-22=-5399/8845, 9-22=-3054/5008, 9-20=-1529/1075, 9-19=-2219/1350, 11-19=-98/478, 17-19=-4392/7170, 11-17=-1762/1064, 13-17=-2376/3879, 13-16=-72/314, 13-15=-4730/2876 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571153 77427 GIRD Roof Special Girder 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:53 2021 Page 2 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-2ZjZvcnwad6GN8fXijkFD8hEOOAs?jhRi4D_UXzQsGK NOTES- 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1906 lb uplift at joint 30 and 1906 lb uplift at joint 15. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 147 lb up at 1-11-12, 137 lb down and 147 lb up at 3-11-12, 137 lb down and 147 lb up at 5-11-12, 138 lb down and 167 lb up at 7-11-12, 138 lb down and 167 lb up at 9-11-12, 138 lb down and 167 lb up at 11-11-12, 137 lb down and 147 lb up at 13-11-12, 137 lb down and 147 lb up at 15-11-12, 137 lb down and 147 lb up at 17-11-12, 137 lb down and 147 lb up at 19-11-12, 138 lb down and 167 lb up at 21-11-12, 138 lb down and 167 lb up at 23-11-12, 138 lb down and 167 lb up at 25-11-12, 138 lb down and 167 lb up at 27-11-12, 138 lb down and 167 lb up at 29-11-12, 138 lb down and 167 lb up at 31-11-12, 138 lb down and 167 lb up at 33-11-12, and 137 lb down and 147 lb up at 35-11-12, and 137 lb down and 147 lb up at 37-11-12 on top chord, and 84 lb down and 45 lb up at 1-11-12, 84 lb down and 45 lb up at 3-11-12, 84 lb down and 45 lb up at 5-11-12, 85 lb down and 27 lb up at 7-11-12, 85 lb down and 27 lb up at 9-11-12, 85 lb down and 27 Ib up at 11-11-12, 84 lb down and 45 lb up at 13-11-12, 84 lb down and 45 lb up at 15-11-12, 84 lb down and 45 lb up at 17-11-12, 84 lb down and 45 lb up at 19-11-12, 85 lb down and 27 lb up at 21-11-12, 85 lb down and 27 lb up at 23-11-12, 85 lb down and 27 lb up at 25-11-12, 85 lb down and 27 lb up at 27-11-12, 85 lb down and 27 Ib up at 29-11-12, 85 lb down and 27 lb up at 31-11-12, 85 lb down and 27 lb up at 34-2-4, and 84 lb down and 45 lb up at 35-11-12, and 84 lb down and 45 lb up at 37-11-12 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: 1-14=-54, 28-30=-20, 25-27=-20, 22-24=-20, 18-21=-20, 15-17=-20 Concentrated Loads (lb) Vert: 5=-109(F) 18=-65(F) 12=-109(F) 29=-79(F) 2=-100(F) 19=-65(F) 11=-109(F) 10=-109(F) 31=-100(F) 32=-100(F) 33=-109(F) 34=-109(F) 35=-100(F) 36=-100(F) 37=-100(F) 38=-100(F) 39=-109(F) 40=-109(F) 41=-109(F) 42=-109(F) 43=-1 OO(F) 44=-100(F) 45=-79(F) 46=-79(F) 47=-65(F) 48=-65(F) 49=-65(F) 50=-79(F) 51=-79(F) 52=-79(F) 53=-79(F) 54=-65(F) 55=-65(F) 56=-65(F) 57=-65(F) 58=-65(F) 59=-79(F) 60=-79(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571154 77427 GRE HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:54 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-WmHx6yoYLxE7?IEjGRFUILDOHoZBkEkaxkzYOzzQsGJ 1-6-0 5-0-0 9-7-4 14-0-12 18-8-0 23-8-0 25-2-0 1-6-0 5-0-0 4-7 4 4-5-8 4-7 4 5-0-0 1-6-0 5.00 12 3x6 = 5x6 = 3x4 = 3x10 = 5x6 = 3 20 21 22 4 23 24 5 25 26 27 6 -- 26 29 -- 3U 11 31 -- 32 33 3x4 = 3x4 = 5x8 MT18HS = 2x3 11 3x4 = 5-0-0 9-7-4 14-0-12 18-8-0 23-8-0 5-0-0 4-7-4 4-5-8 4-7-4 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [3:0-3-12,0-2-8], [6:0-3-12,0-2-8], [7:0-0-10,Edge] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-85(LC 23) Max Uplift 2=-1691(LC 8), 7=-1691(LC 8) Max Grav 2=1470(LC 1), 7=1470(LC 1) Scale = 1:43.4 3x6 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.65 Vert(LL) 0.5510-12 >514 240 MT20 244/190 BC 0.70 Vert(CT) -0.42 10-12 >684 240 MT18HS 244/190 WB 0.65 Horz(CT) -0.14 7 n/a n/a Matrix -MS Weight: 108 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-4-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3123/3534, 3-4=-2893/3368, 4-5=-4091/4729, 5-6=-2893/3368, 6-7=-3123/3534 BOT CHORD 2-13=-3136/2839, 12-13=-4563/4091, 10-12=-4563/4090, 9-10=-4563/4090, 7-9=-3136/2839 WEBS 3-13=-971/798, 4-13=-1374/1509, 4-12=-275/282, 5-10=-274/281, 5-9=-1373/1508, 6-9=-971/798 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 1691 lb uplift at joint 2 and 1691 lb uplift at joint 7. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 178 lb down and 318 lb up at 5-0-0, 61 lb down and 129 lb up at 7-0-12, 61 lb down and 129 lb up at 9-0-12, 61 lb down and 129 lb up at 11-0-12, 61 lb down and 129 lb up at 12-7-4, 61 lb down and 129 lb up at 14-7-4, and 61 lb down and 129 lb up at 16-7-4, and 178 lb down and 318 lb up at 18-8-0 on top chord, and 105 lb down and 143 lb up at 5-0-0, 44 lb down and 62 lb up at 7-0-12, 44 lb down and 62 lb up at 9-0-12, 44 lb down and 62 lb up at 11-0-12, 44 lb down and 62 lb up at 12-7-4, 44 lb down and 62 lb up at 14-7-4, and 44 lb down and 62 lb up at 16-7-4, and 105 lb down and 143 lb up at 18-7-4 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 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571154 77427 GRE HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:54 2021 Page 2 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-WmHx6yoYLxE7?IEjGRFUILDOHoZBkEkaxkzYOzzQsGJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-8=-54, 14-17=-20 Concentrated Loads (lb) Vert: 3=-131(F) 6=-131(F) 13=-93(F) 9=-93(F) 21=-54(F) 22=-54(F) 23=-54(F) 24=-54(F) 25=-54(F) 26=-54(F) 28=-43(F) 29=-43(F) 30=-43(F) 31=-43(F) 32=-43(F) 33=-43(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571155 77427 GRG HALF HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:57 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-wLz4l_gRescislylxZoBN_rsm?alxWFOdiBCdlzQsGG -1-6-0 3-10-0 7-0-0 10-0-0 12-8-0 17-4-0 22-0-0 26-8-0 31-1-15 35-6-1 40-0-0 1-6-0 3-10-0 3-2-0 3-0-0 2-8-0 4-8-0 4-8-0 4-8-0 4-5-15 4-4-3 4-5-15 i; 0 5x12 MT18HS = 5.00 12 5x8 = 5x12 =4x6 = 4 31 32 5 33 6 34 3536 7 8 5x6 WB = 4x10 = 37 9 38 39 40 10 11 41 4212 43 Scale = 1:70.8 3x6 = 13 44 45 46 14 5x8 = 48 --5x12 = 4x8 = -- 55 -- 56 -- 1' b8 b9 3x5 = 2.58 F1 2 7x8 MT18HS = 5x12 MT18HS = 6x8 = 3x5 = 6x8 = 1 3-10-0 7-1-8 10-0-0 10; q-0 12-8-0 17-4-0 22-0-0 26-8-0 31-1-15 35-6-1 40-0-0 3-10-0 3-3-8 2-10-8 0-4-0 2-4-0 4-8-0 4-8-0 4-8-0 4 -_111 4-4-3 4-5-15 Plate Offsets (X,Y)-- [4:0-10-4,0-2-12], [8:0-3-0,Edge], [11:0-3-0,Edge], [17:0-3-8,0-3-0], [19:0-4-12,0-3-4], [20:0-3-8,0-2-0], [25:0-4-0,0-2-8], [26:0-4-0,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.40 19-20 >882 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.77 19-20 >462 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) -0.11 24 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.59 19-20 >606 240 Weight: 227 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, BOT CHORD 2x4 SP M 30 'Except' except end verticals. 5-24: 2x6 SP No.2, 19-22: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-11-7 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-22, 12-16, 13-15 17-19: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 15=Mechanical, 2=0-8-0, 24=0-8-0 Max Horz 2=271(LC 8) Max Uplift 15=-1301(LC 8), 2=-592(LC 32), 24=-3260(LC 8) Max Grav 15=2175(LC 18), 2=162(LC 13), 24=4338(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-182/1713, 3-4=-721/2193, 4-5=-3116/4551, 5-6=-2949/4259, 6-7=-674/666, 7-9=-5659/3206, 9-10=-6310/3684, 10-12=-6137/3585, 12-13=-2730/1626 BOT CHORD 2-27=-1625/164, 26-27=-1623/194, 25-26=-2027/564, 24-25=-4134/3156, 5-25=-330/256, 6-22=-1225/2075, 21-22=-1761/3368, 20-21 =-1 761/3368, 19-20=-3206/5659, 10-1 9=-473/426,17-18=-413/703, 16-17=-2552/4327, 15-16=-1626/2730 WEBS 3-26=-826/713, 4-26=-851/405, 22-25=-371/446, 22-24=-515/395, 7-22=-4393/2697, 7-21=-34/388, 7-20=-1611/2569, 9-20=-811/649, 9-19=-576/738, 17-19=-2165/3667, 12-19=-1168/2047, 12-17=-350/344, 12-16=-1933/1121, 13-16=-625/1326, 13-15=-3251/1936, 4-25=-2968/2840, 6-25=-4214/2671 NOTES- 1) Unbalanced roof live loads have been considered for this design. This Item has been 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. electronically signed and 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Digital Signature. to the use of this truss component. using a 4) Provide adequate drainage to prevent water ponding. Printed Copies Of this 5) All plates are MT20 plates unless otherwise indicated. document are not Considered 6) All plates are 3x4 MT20 unless otherwise indicated. Signed and Sealed and the 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signature must be verified 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. On any electronic Copies. 9) Refer to girder(s) for truss to truss connections. Joaquin Velez PE No.68182 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MiTek USA, Inc. FL Cert 6634 capacity of bearing surface. 6904 Parke East Blvd, Tampa FL 33610 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1301 lb uplift at joint 15, 592 lb uplift at Date: joint 2 and 3260 lb uplift at joint 24. April 15,2021 Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571155 77427 GRG HALF HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:57 2021 Page 2 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-wLz4l_gRescislylxZoBN_rsm?alxWFOdiBCdlzQsGG NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 Ib down and 208 Ib up at 7-0-0, 84 Ib down and 26 Ib up at 9-0-12, 138 Ib down and 167 Ib up at 11-0-12, 137 Ib down and 147 Ib up at 13-0-12, 137 Ib down and 147 Ib up at 15-0-12, 137 Ib down and 147 Ib up at 17-0-12, 137 Ib down and 147 Ib up at 19-0-12, 137 Ib down and 147 Ib up at 21-0-12, 137 Ib down and 147 Ib up at 23-0-12, 137 Ib down and 147 Ib up at 25-0-12, 138 Ib down and 167 Ib up at 27-0-12, 138 Ib down and 167 Ib up at 29-0-12, 138 Ib down and 167 Ib up at 31-0-12, 138 Ib down and 167 Ib up at 33-0-12, 138 Ib down and 167 Ib up at 35-0-12, and 138 Ib down and 167 Ib up at 37-0-12, and 133 Ib down and 165 Ib up at 39-0-12 on top chord, and 509 Ib down and 665 Ib up at 7-1-8, 216 Ib down and 282 Ib up at 9-0-12, 85 Ib down and 23 Ib up at 11-0-12, 84 Ib down and 45 Ib up at 13-0-12, 84 Ib down and 45 Ib up at 15-0-12, 84 Ib down and 45 Ib up at 17-0-12, 84 Ib down and 45 Ib up at 19-0-12, 84 Ib down and 45 Ib up at 21-0-12, 84 Ib down and 45 Ib up at 23-0-12, 84 Ib down and 45 Ib up at 25-0-12, 85 Ib down and 27 Ib up at 26-9-12, 85 Ib down and 27 Ib up at 29-0-12, 85 Ib down and 27 Ib up at 31-0-12, 85 Ib down and 27 Ib up at 33-0-12, 85 Ib down and 27 Ib up at 35-0-12, and 85 Ib down and 27 Ib up at 37-0-12, and 89 Ib down and 24 Ib up at 39-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-14=-54, 26-28=-20, 25-26=-20, 23-24=-20, 19-22=-20, 15-18=-20 Concentrated Loads (lb) Vert: 4=-30(B)8=-100(B)10=-109(B)26=-509(B)7=-100(B)21=-79(B)17=-65(B) 19=-65(B)12=-109(B)32=22(B)33=-109(B)34=-100(B)36=-100(B)37=-100(B) 38=-100(B)40=-100(13)41=-109(B)43=-109(B)44=-109(13)45=-109(B)46=-115(B)47=-216(B)48=-65(B)49=-79(B) 50=-79(B) 51 =-79(B) 52=-79(B) 53=-79(B) 54=-79(B) 55=-65(B) 56=-65(B) 57=-65(B) 58=-65(B) 59=-67(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571156 77427 GRK Hip Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:58 2021 Page 1 ID:ZglyV8Skd4lE8Zpzzhi2jHzR7Xy-OXXSyKr3P9kZTvXUVHKQwBOA2P_MgAvAsMxl9kzQSGF 1-6-0 3-9-14 7-0-0 9-4-0 12-2-12 15-5-0 1-6-0 3-9-14 3-2-2 2-4-0 2-10-12 4x4 = 4x4 = 4 20 2x3 11 3x4 = 3x4 = 2x3 11 3x4 = Scale = 1:27.7 4x5 11 3-9-14 7-0-0 9-4-0 12-2-12 15-5-0 3-9-14 3-2-2 2-4-0 2-10-12 3-2-4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.09 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.12 11-12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 76 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 -t 2-6-0 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=105(LC 24) Max Uplift 8=-703(LC 8), 2=-782(LC 8) Max Grav 8=1107(LC 1), 2=1135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2319/1458, 3-4=-2033/1368, 4-5=-1866/1305, 5-6=-2011/1365, 6-8=-1934/1276 BOT CHORD 2-12=-1308/2109, 11-12=-1308/2109, 10-11=-1166/1866, 9-10=-1094/1728, 8-9=-1094/1728 WEBS 3-11=-372/219, 4-11=-256/490, 5-10=-222/432, 6-10=-381/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This Item has been 7) Refer to girder(s) for truss to truss connections. electronically signed and 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 703 lb uplift at joint 8 and 782 lb uplift at sealed by Velez, Joaquin, PE joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 320 lb up at using a Digital Signature. 7-0-0, and 206 lb down and 320 lb up at 9-4-0 on top chord, and 351 lb down and 254 lb up at 7-0-0, and 351 lb down and 254 lb Printed copies of this up at 9-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not considered 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) Joaquin Velez PE No.68182 Vert: 1-4=-54, 4-5=-54, 5-8=-54, 13-17=-20 MiTek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 6904 Parke East Blvd, Tampa FL 33610 Vert: 4=-1 58(B) 5=-158(B) 11 =-351 (B) 1 0=-351 (B) Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571157 77427 GRL Common Girder 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 1-6-0 4-4-14 3-9-2 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:59 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-sj5gAgshATsQ536g3_rfSPxJapKLPTiJ5OgJiAzQsGE 4x4 = 3-5-12 3-9-4 4x4 — 3x4 11 """—" 7x8 = """—" """—" 3x4 II """—" Scale = 1:28.2 7x8 = HUS26 6 0 m 6 44-14 8-2-0 11-7-12 15-5-0 44-14 3-9-2 3-5-12 3-9-4 Plate Offsets (X,Y)-- [2:0-2-9,Edge], [6:0-0-0,0-3-7], [8:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.09 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.16 8-9 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.79 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.12 8-9 >999 240 Weight: 169 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=120(LC 24) Max Uplift 6=-2709(LC 8), 2=-1630(LC 8) Max Grav 6=4854(LC 1), 2=2727(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6572/3752, 3-4=-5805/3355, 4-5=-5788/3350, 5-6=-6942/3898 BOT CHORD 2-9=-3417/6037, 8-9=-3417/6037, 7-8=-3521/6320, 6-7=-3521/6320 WEBS 3-9=-231/476, 3-8=-784/490, 4-8=-2368/4157, 5-8=-1158/623, 5-7=-512/1005 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. This item has been 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE 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. using a Digital Signature. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members. document are not considered 8) Refer to girder(s) for truss to truss connections. signed and sealed and the 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2709 lb uplift at joint 6 and 1630 lb uplift signature must be verified at joint 2. 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 on any electronic copies. from the left end to 15-0-12 to connect truss(es) to front face of bottom chord. Joaquin Velez PE No.68182 11) Fill all nail holes where hanger is in contact with lumber. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 LOAD CASE(S) Standard Date: April 15,2021 Continued on page 2 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571157 77427 GRL Common Girder 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:23:59 2021 Page 2 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-sj5gAgshATsQ536g3_rfSPxJapKLPTiJ50gJiAzQsGE LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 2-10=-20 Concentrated Loads (lb) Vert: 12=-1040(F) 15=-2155(F) 16=-1031(F) 17=-1113(F) 18=-1021(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571158 77427 GRM Hip Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:00 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-KveDN?tJxn_HjDhtdhMu?cTWTDhd839TJgQsEdzQSGD 1-6-0 3-9-14 7-0-0 9-4-0 12-6-2 16-4-0 17-10-0 1-6-0 3-9-14 3-2-2 2-4-0 3-2-2 3-9-14 1-6-0 Scale = 1:31.5 4x4 = 4x4 = 3x4 = 2x3 11 3x4 = axb 3x4 = 2x3 11 3x4 = 3-9-14 7-0-0 9-4-0 12-6-2 16-4-0 3-9-14 3-2-2 2 4-0 3-2-2 3-9-14 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.10 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.12 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.04 7 We n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 77 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-111(LC 6) Max Uplift 2=-817(LC 8), 7=-817(LC 8) Max Grav 2=1195(LC 1), 7=1195(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2461/1541, 3-4=-2199/1469, 4-5=-2030/1400, 5-6=-2199/1469, 6-7=-2461/1541 BOT CHORD 2-13=-1312/2239, 12-13=-1312/2239, 10-12=-1188/2030, 9-10=-1312/2239, 7-9=-1312/2239 WEBS 3-12=-371/229, 4-12=-282/532, 5-10=-282/532, 6-10=-372/229 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 817 lb uplift at joint 2 and 817 lb uplift at This item has been joint 7. electronically signed and 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 320 lb up at sealed by Velez, Joaquin, PE 7-0-0, and 206 lb down and 320 lb up at 9-4-0 on top chord, and 351 lb down and 254 lb up at 7-0-0, and 351 lb down and 254 lb Digital Signature. up at 9-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. using a 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed Copies Of this document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-8=-54, 14-17=-20 on any electronic copies. Concentrated Loads (lb) Joaquin Velez PE No.68182 Vert: 4=-158(B) 5=-158(B) 12=-351(B) 10=-351(B) MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571159 77427 J 1 JACK -OPEN 16 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:01 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-p6CbaLtxi468KNG3APt7YgOdld5atZZcYK9Qm3zQsGC 1-6-0 1-0-0 Scale = 1:7.1 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 5 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=74(LC 12) Max Uplift 3=-6(LC 1), 2=-226(LC 12), 4=-19(LC 1) Max Grav 3=25(LC 12), 2=179(LC 1), 4=50(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch 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.Opsf on the bottom chord in 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 6 lb uplift at joint 3, 226 lb uplift at joint 2 and 19 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571160 77427 J3 JACK -OPEN 16 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:02 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-HlmzohuaTOF_yWrFk6OM4lZo2ONbcOpin_vzlVzQsGB 1-6-0 3-0-0 Scale = 1:11.3 3-0-0 3-0-0 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 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=118(LC 12) Max Uplift 3=-58(LC 12), 2=-247(LC 12), 4=-46(LC 9) Max Grav 3=59(LC 1), 2=210(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-11-4 zone; porch 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.Opsf on the bottom chord in 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 58 lb uplift at joint 3, 247 lb uplift at joint 2 and 46 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571161 77427 J5 JACK -OPEN 12 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:02 2021 Page 1 I D:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-H I mzohuaTOFyWrFk6OM41 Zi 1011 cOpin_vzlVzQsGB 1-6-0 5-0-0 1-6-0 5-0-0 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.06 4-7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Wind(LL) 0.07 4-7 >884 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=164(LC 12) Max Uplift 3=-101(LC 12), 2=-207(LC 12), 4=-2(LC 12) Max Grav 3=115(LC 17), 2=276(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES MT20 GRIP 244/190 Scale = 1:15.4 Weight: 18 lb FT = 20% 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. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 3, 207 lb uplift at joint 2 and 2 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571162 77427 J5P JACK -OPEN 8 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:03 2021 Page 1 I D:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-I UKL? 1 vCEiNragQSlgvbdF5?HQixLS3v?eeWryzQsGA 1 6 0 5-0-0 1-6-0 5-0-0 Scale = 1:15.4 5-0-0 5-0-0 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [2:0-0-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.13 4-7 >447 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.04 4-7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=164(LC 12) Max Uplift 3=-114(LC 12), 2=-303(LC 12), 4=-85(LC 12) Max Grav 3=108(LC 1), 2=276(LC 1), 4=84(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-4-3, Interior(1) 1-4-3 to 4-11-4 zone; porch 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.Opsf on the bottom chord in 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 114 lb uplift at joint 3, 303 lb uplift at joint 2 and 85 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571163 77427 J7 Jack -Open 27 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:04 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-DhujDNwq??ViBq?esXQg9Se7Dg294vl2E104NOzQsG9 1-6-0 7-0-0 1-6-0 7-0-0 Scale = 1:19.9 7-0-0 7-0-0 Plate Offsets (X,Y)-- [2:0-1-6,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.08 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.17 4-7 >478 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Wind(LL) 0.17 4-7 >485 240 Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=209(LC 12) Max Uplift 3=-151(LC 12), 2=-231(LC 12), 4=-7(LC 12) Max Grav 3=166(LC 17), 2=346(LC 1), 4=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 151 lb uplift at joint 3, 231 lb uplift at joint 2 and 7 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571164 77427 JC7 Jack -Open 16 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:05 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-htS6QjwSmJdZp_agPFy3igBKWEMFoM2CTx7dvgzQsG8 1-6-0 2-8-0 7-0-0 1-6-0 2-8-0 4-4-0 Scale = 1:19.4 3x4 2-8-0 2-8-0 Plate Offsets (X,Y)-- [3:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.09 5-6 >878 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.20 5-6 >425 240 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) -0.06 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Wind(LL) 0.21 5-6 >388 240 Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except* BOT CHORD 2-7: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=209(LC 12) Max Uplift 4=-131(LC 12), 2=-227(LC 12), 5=-25(LC 12) Max Grav 4=157(LC 17), 2=360(LC 1), 5=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-10, Interior(1) 1-6-10 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 131 lb uplift at joint 4, 227 lb uplift at joint 2 and 25 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571165 77427 JS1 JACK -OPEN 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:06 2021 Page 1 I D:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-930Ue3x4XdIQR880zyTl FtjU 1 eoiXpoLibtARGzQsG7 1-6-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 5 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=74(LC 12) Max Uplift 3=-7(LC 1), 2=-216(LC 12), 4=-18(LC 1) Max Grav 3=23(LC 12), 2=179(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.1 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 3, 216 lb uplift at joint 2 and 18 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply RYAN PRUSSING T23571166 77427 JS3 JACK -OPEN 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:07 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-dGasrPyiHwtH2ljDXg_Xn5Gfnl4OGG2UwFck_jzQsG6 1-6-0 3-0-0 Scale = 1:11.3 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=143(LC 12) Max Uplift 3=-61(LC 12), 2=-239(LC 12), 4=-50(LC 9) Max Grav 3=59(LC 1), 2=210(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-11-4 zone; porch 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 3, 239 lb uplift at joint 2 and 50 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571167 77427 JS5 JACK -OPEN 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:07 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-dGasrPyiHwtH2ljDXg_Xn5GhQ13yGG2UwFck_jzQsG6 1-6-0 5-0-0 1-6-0 5-0-0 Scale = 1:15.4 A r IA 3x6 Plate Offsets (X,Y)-- [2:0-1-12,0-0-4], [2:0-1-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.11 4-7 >537 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.04 4-7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=205(LC 12) Max Uplift 3=-114(LC 12), 2=-294(LC 12), 4=-94(LC 12) Max Grav 3=103(LC 1), 2=276(LC 1), 4=80(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 4-11-4 zone; porch 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 3, 294 lb uplift at This item has been joint 2 and 94 lb uplift at joint 4. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571168 77427 JS7 JACK -OPEN 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:08 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-5S7E2lzK2E?8gRIP5NVmKIorERN7?fee9vMHW9zQsG5 1-6-0 5-0-0 7-0-0 1-6-0 5-0-0 2-0-0 Scale = 1:19.6 3x6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CS1. TC 0.43 BC 0.53 WB 0.30 Matrix -MP DEFL. in (loc) I/defl L/d Vert(LL) 0.26 6-9 >317 240 Vert(CT) -0.12 6-9 >716 240 Horz(CT) -0.01 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=267(LC 12) Max Uplift 4=-24(LC 3), 2=-355(LC 12), 6=-301(LC 12) Max Grav 4=37(LC 17), 2=345(LC 1), 6=236(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/764 BOT CHORD 2-6=-1056/351 WEBS 3-6=-363/1001 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 6-11-4 zone; porch 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. This Item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 4, 355 lb uplift at joint electronically signed and 2 and 301 lb uplift at joint 6. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571169 77427 K Common 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 1-6-0 3x4 = 4-6-2 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:09 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-aehcG4_zpY7?Ibtbe40?sWL?7rmlk8YnOZ5r2bzQSG4 8-2-0 15-5-0 3-7-14 7-3-0 5x6 = 2x3 11 Scale = 1:27.3 3x6 11 8-2-0 15-5-0 8-2-0 7-3-0 Plate Offsets (X,Y)-- [2:0-1-6,Edge], [5:0-2-4,0-2-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.12 6-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.24 6-13 >783 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.15 6-13 >999 240 Weight: 59 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-4-10 oc bracing. WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 -t 2-6-0 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=120(LC 11) Max Uplift 5=-302(LC 12), 2=-426(LC 12) Max Grav 5=566(LC 1), 2=655(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-866/762, 3-5=-812/797 BOT CHORD 2-6=-590/730, 5-6=-590/730 WEBS 3-6=-61/339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 8-2-0, Exterior(2R) 8-2-0 to 11-2-0, Interior(1) 11-2-0 to 15-5-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically signed and 6) Refer to girder(s) for truss to truss connections. Sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 5 and 426 lb uplift at joint 2. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571170 77427 KJ5 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:10 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-2rF?TQ_barFsvlSoCoXEPjuCAF7pTdoxcDrOa2zQsG3 -2-1-7 3-9-9 7-0-2 2-1-7 3-9-9 3-2-9 Scale = 1:17.6 0— — 7-0-2 7-0-2 Plate Offsets (X,Y)-- [2:0-1-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.22 4-7 >383 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.15 4-7 >562 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 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=163(LC 8) Max Uplift 3=-154(LC 8), 2=-451(LC 8), 4=-121(LC 5) Max Grav 3=154(LC 1), 2=348(LC 1), 4=117(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch 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.Opsf on the bottom chord in 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 154 lb uplift at joint 3, 451 lb uplift at joint 2 and 121 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 66 lb up at 1-6-1, 110 lb down and 66 lb up at 1-6-1, and 36 lb down and 73 lb up at 4-4-0, and 36 lb down and 73 lb up at 4-4-0 on top chord, and 103 lb down and 48 lb up at 1-6-1, 103 lb down and 48 lb up at 1-6-1, and 17 lb down and 4 lb up at 4-4-0, and 17 lb down and 4 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. This Item has been 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). electronically signed and LOAD CASE(S) Standard sealed by Velez, Joaquin, PE 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 using a Digital Signature. Uniform Loads (plf) Printed copies of this Vert: 1-3=-54, 4-5=-20 document are not considered Concentrated Loads (lb) signed and sealed and the Vert: 10=57(F=28, B=28) 11=-8(F=-4, B=-4) signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571171 77427 KJ7 Diagonal Hip Girder 6 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:11 2021 Page 1 ID:ZglyV8Skd41E8Zpzzhi2jHzR7Xy-W1pNhm?DL9NjXv1_mV2TxxQPpfSpC?Z4rtax7UzQsG2 -2-1-7 5-2-9 9-10-1 2-1-7 5-2-9 4-7-8 2 3x4 = _ 3x4 = Scale = 1:22.6 Io 5-2-9 5-2-9 9-10-1 4-7-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.05 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 5 We n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-4-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=208(LC 8) Max Uplift 4=-119(LC 8), 2=-441(LC 8), 5=-199(LC 8) Max Grav 4=126(LC 1), 2=480(LC 1), 5=315(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-805/530 BOT CHORD 2-7=-600/744, 6-7=-600/744 WEBS 3-7=-95/267. 3-6=-792/639 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 119 lb uplift at joint 4, 441 lb uplift at joint 2 and 199 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 66 lb up at This item has been 1-6-1, 110 lb down and 66 lb up at 1-6-1, 36 lb down and 73 lb up at 4-4-0, 36 lb down and 73 lb up at 4-4-0, and 129 lb down and electronically signed and 124 lb up at 7-1-15, and 129 lb down and 124 lb up at 7-1-15 on top chord, and 48 lb down and 48 lb up at 1-6-1, 48 lb down and sealed by Velez, Joaquin, PE 48 lb up at 1-6-1, 17 lb down and 54 lb up at 4-4-0, 17 lb down and 54 lb up at 4-4-0, and 43 lb down and 17 lb up at 7-1-15, and Digital Signature. 43 lb down and 17 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of using a others. Printed copies of this 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). document are not considered signed and sealed and the LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) on any electronic copies. Vert: 1-4=-54, 5-8=-20 Joaquin Velez PE No.68182 Concentrated Loads (lb) MiTek USA, Inc. FL Cert 6634 Vert: 13=-71(F=-36, B=-36) 14=57(F=28, B=28) 15=-8(F=-4, B=-4) 16=-60(F=-30, B=-30) 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571172 77427 KJS7 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:12 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-_DNlu60r6TVa93cAKDaiU8za_2mGxQYE4XKVfwzQsG1 -2-1-7 5-3-1 9-10-1 2-1-7 5-3-1 4-7-0 Scale = 1:22.9 3x4 5-3-1 5-3-1 9-10-1 9-1p-2 4-7-0 0-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.16 6-7 >742 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.11 6-7 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.50 Horz(CT) -0.02 5 We n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-9-13 Max Horz 2=267(LC 24) Max Uplift 4=-140(LC 8), 5=-41O(LC 8), 2=-624(LC 8) Max Grav 4=129(LC 1), 5=321(LC 1), 2=529(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1313/1490 BOT CHORD 2-7=-1568/1248, 6-7=-1544/1249 WEBS 3-6=-1229/1513 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 4, 410 lb uplift at This item has been joint 5 and 624 lb uplift at joint 2. electronically signed and 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 81 lb up at sealed by Velez, Joaquin, PE 1-6-1, 109 lb down and 81 lb up at 1-6-1, 37 lb down and 76 lb up at 4-4-0, 37 lb down and 76 lb up at 4-4-0, and 61 lb down and Digital Signature. 137 lb up at 7-1-15, and 61 lb down and 137 lb up at 7-1-15 on top chord, and 104 lb down and 39 lb up at 1-6-1, 104 lb down and using a 39 lb up at 1-6-1, 17 lb down and 4 lb up at 4-4-0, 17 lb down and 4 lb up at 4-4-0, and 42 lb down and 55 lb up at 7-1-15, and 42 Printed copies of this lb down and 55 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not considered 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and Sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) Joaquin Velez PE No.68182 Vert: 1-4=-54, 5-8=-20 MiTek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 6904 Parke East Blvd, Tampa FL 33610 Vert: 13=-52(F=-26, B=-26) 15=-9(F=-4, B=-4) 16=-79(F=-40, B=-40) Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571173 77427 M Roof Special 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:13 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-SQx76S1TtmdRmDBNtw5x1 MWfzS5ggwbNJB32BMzQsGO 1-6-0 2-8-0 5-0-0 8-2-0 9-10-0 13-0-0 16-4-0 17-10-0 1-6-0 2-8-0 2-4-0 3-2-0 1-8-0 3-2-0 3-4-0 1-6-0 Scale = 1:31.5 4x4 0 I� °° q o 0 3x4 = 2x3 11 3x4 11 4x4 = 3x4 = 3x5 = 2x3 2-8-0 8-2-0 9-10-0 13-0-0 16-4-0 2-8-0 5-6-0 1-8-0 3-2-0 3-4-0 Plate Offsets (X,Y)-- [2:0-1-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.14 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.30 13-14 >658 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.18 13-14 >999 240 Weight: 76 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 'Except' 6-11: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-126(LC 10) Max Uplift 2=-438(LC 12), 8=-438(LC 12) Max Grav 2=685(LC 1), 8=685(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-5 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-17=-278/314, 3-4=-1532/1341, 4-5=-1099/970, 5-6=-1036/935, 6-7=-1182/1051, 7-8=-1174/957 BOT CHORD 3-14=-1123/1469, 13-14=-1123/1469, 12-13=-623/972, 10-11=-158/252, 8-10=-776/1064 WEBS 5-13=-433/595, 4-13=-560/573, 10-12=-634/832 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-10, Interior(1) 1-6-10 to 8-2-0, Exterior(2R) 8-2-0 to 11-2-0, Interior(1) 11-2-0 to 17-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 438 lb uplift at joint 2 and 438 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571174 77427 MV2 Valley 5 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 3x4 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 TCDL 7.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 * Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=29(LC 12) Max Uplift 1=-19(LC 12), 2=-35(LC 12) Max Grav 1=47(LC 1), 2=35(LC 17), 3=25(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:14 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-wcVVJol5e41HONmZRecAZZ2xHsYOPRnWXrpckpzQsG? 2-0-0 2-0-0 Scale = 1:6.9 ,,on Fig DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 19 lb uplift at joint 1 and 35 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RYAN PRUSSING T23571175 77427 MV4 Valley 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 3x4 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 14 08:24:14 2021 Page 1 ID:ZglyV8Skd41 E8Zpzzhi2jHzR7Xy-wcVVJol5e41HONmZRecAZZ2rasWrPRnWXrpckpzQsG? 4-0-0 4-0-0 3x4 11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=71(LC 12) Max Uplift 1=-48(LC 12), 3=-77(LC 12) Max Grav 1=116(LC 1), 3=117(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown 2 Scale = 1:11.1 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 48 lb uplift at joint 1 and 77 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 CO z' W r m D r yv r cn OD v_' D D .°�. DY D z,<� X m �" m �� 6) � D 0 I I r a n� nOop�Z 3 W m o o pW n O C. 3 a D D 0 p (.: 3 o Kn 3 0 N U1 n 7� O N a SpG�n�M 0 _�-, m ,, o sq Z ('D m o CD-0�t rn a> D_po (� Z gym° o ° L 3 3 0a a CL CD O ° v fl CD c �' : En cQ °' o amp 3 NID D p N �-'30 N (Q � o• ' a v 3' ,��, m r CD o s �. 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