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HomeMy WebLinkAboutTruss Engineering signed 2.9.21Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 75688 - 4940 WATERSONG WAY MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: HARRIS HOMES Project Name: 4940 WATERSONG WAY Model. Lot/Block: Subdivision: Address: 4940 WATERSONG WAY 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: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 30 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 T22403572 A 1/11/21 15 T22403586 A 1/11/21 2 T22403573 Al 1/11/21 16 T22403587 J3 1/11/21 3 T22403574 A2 1/11/21 17 T22403588 J5 1/11/21 4 T22403575 A3 1/11/21 18 T22403589 JA 1/11/21 5 T22403576 A4 1/11/21 19 T22403590 JA3 1/11/21 6 T22403577 A5 1/11/21 20 T22403591 JA5 1/11/21 7 T22403578 A6 1/11/21 21 T22403592 JE1 1/11/21 8 T22403579 GRA 1/11/21 22 T22403593 JE3 1/11/21 9 T22403580 GRB 1/11/21 23 T22403594 JU 1/11/21 10 T22403581 GRC 1/11/21 24 T22403595 JX5 1/11/21 11 T22403582 GRD 1/11/21 25 T22403596 KJ3 1/11/21 12 T22403583 HVA 1/11/21 26 T22403597 KJ5 1/11/21 13 T22403584 HVB 1/11/21 27 T22403598 KJA5 1/11/21 14 T22403585 HVC 1/11/21 28 T22403599 KJE3 1/11/21 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" % PQU 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: January 11,2021 Velez, Joaquin 1 of 2 Nil MiTek' I:��41:% •1��1riVe���:�Y�L[e�r�r!_1'1 Site Information: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: HARRIS HOMES Project Name: 4940 WATERSONG WAY Model: Lot/Block: Subdivision: Address: 4940 WATERSONG WAY City: ST LUCIE COUNTY State: FL No. Seal# Truss Name Date 29 T22403600 V4 1/11/21 30 T22403601 V8 1/11/21 2 of 2 Job Truss Truss Type Qty Ply 4940 WATERSONG WAY T22403572 75688 A HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 2-4-0 5-8-0 5.00 12 9-0-0 13-6-5 3-4-0 4-6-4 4x6 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:40 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-SVjY7loGAnYcQd4Gh6LyQsQdPTZVasxNjeal3BzwV?f 18-0-9 23-0-0 26-4-0 29-8-0 32-0-0 4-6-4 4-11-7 3-4-0 3-4-0 2-4-0 3x4 — 3x4 — 4x6 = 5 25 6 26 7 Scale = 1:54.4 T N a 10 I0 w a 3x4 — 6x8 — 3x8 — 3x6 = 3x4 — 3x8 — 6x8 — 3x4 = 2-0-0 2 4,0 9-0-0 18-0-9 23-0-0 29-8-0 39-9-0 32-0-0 2-0-0 0-4-0 6-8-0 9-0-9 4-11-7 6-8-0 0-4-0 2-0-0 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [8:0-2-0,0-1-8], [11:0-3-8,0-3-0], [16:0-3-8,0-3-0] 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 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 16=0-8-0, 11=0-8-0 Max Horz 16=-134(LC 10) Max Uplift 16=-2006(LC 12), 11=-1866(LC 12) Max Grav 16=1184(LC 1), 11=1184(LC 1) CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.46 Vert(LL) 0.58 13-15 >570 240 MT20 244/190 BC 0.76 Vert(CT) -0.29 13-15 >999 240 WB 0.76 Horz(CT) -0.09 11 n/a n/a Matrix -MS Weight: 165 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-10-12 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-285/157, 2-3=-137/274, 3-4=-1436/2582, 4-5=-1305/2473, 5-6=-1724/3249, 6-7=-1288/2424, 7-8=-1417/2542, 8-9=-139/321 BOT CHORD 1-16=-90/266, 15-16=-1794/1083, 13-15=-2716/1653, 12-13=-2928/1724, 11-12=-1801 /1075 WEBS 2-16=-206/367, 3-16=-1430/2544, 3-15=-459/314, 4-15=-687/351, 5-15=-514/807, 5-13=-281/144, 6-13=-349/196, 6-12=-610/1099, 7-12=-652/332, 8-12=-382/304, 8-11=-1392/2371, 9-11=-209/327 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-6-5, Interior(1) 13-6-5 to 23-0-0, Exterior(2R) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 32-0-0 zone; cantilever left and right exposed ; 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) 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 2006 lb uplift at joint 16 and 1866 Ito uplift at joint 11. 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: January 11,2021 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 4940 WATERSONG WAY T22403573 75688 Al HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:41 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-whHwKeoux4gS2neSFgsBy4zngtyEJIWXxIKJcdzwV?e 2-4-0 6-8-0 11-0-0 14-6-5 18-0-9 21-0-0 25-4-0 29-8-0 32-0-0 2-4-0 4-4-0 2-11-7 2-4-0 5x6 = 3x8 = r— 4 23 24 25 5 4x5 = Scale = 1:54.4 9 I= 3x4 = 6x8 = 3x8 = 3x6 = 2x3 11 3x8 = 6x8 = 3x4 = 2-0-0 2 4,0 11-0-0 18-0-9 21-0-0 29-8-0 3q-q-0 32-0-0 2-0-0 0 4-0 8-8-0 7-0-9 2-11-7 8-8-0 0 4-0 2-0-0 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [10:0-3-8,0-3-0], [15:0-3-8,0-3-0] 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 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0, 10=0-8-0 Max Horz 15=-164(LC 10) Max Uplift 15=-2006(LC 12), 10=-1866(LC 12) Max Grav 15=1184(LC 1), 10=1184(LC 1) CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.55 Vert(LL) 0.38 14-15 >860 240 MT20 244/190 BC 0.47 Vert(CT) -0.22 10-11 >999 240 WB 0.74 Horz(CT) -0.08 10 n/a n/a Matrix -MS Weight: 170 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. WEBS 1 Row at midpt 5-14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-112/394, 2-3=-114/512, 3-4=-1410/2499, 4-5=-1268/2392, 5-6=-1252/2382, 6-7=-1396/2493, 7-8=-186/489, 8-9=-191/374 BOT CHORD 1-15=-298/93, 14-15=-1916/1178, 12-14=-2237/1428, 11-12=-2237/1428, 10-11=-1940/1183, 9-10=-279/178 WEBS 2-15=-251/334, 3-15=-1404/2264, 4-14=-532/313, 5-14=-288/349, 5-11=-414/631, 6-11=-770/397, 7-1 0=-1 408/2221, 8-10=-241/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 21-0-0, Exterior(2R) 21-0-0 to 25-5-1, Interior(1) 25-5-1 to 32-0-0 zone; cantilever left and right exposed ; 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) 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 2006 lb uplift at joint 15 and 1866 Ito uplift at joint 10. 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: January 11,2021 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 4940 WATERSONG WAY T22403574 75688 A2 Hip 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:42 2021 Page 1 IDARF6gdHv_CU9535p9sU5hPy9M1 B-OtrlY_pXiOoJfxDfpXNQVHW?6HJF21ggAx3s84zwV?d 2 4-0 7-8-0 13-0-0 19-0-0 24-4-0 29-8-0 32-0-0 2-4-0 5-4-0 5-4-0 6-0-0 5-4-0 5-4-0 2-4-0 Scale = 1:54.4 5x6 = 5x6 = 4 24 25 26 27 5 15 14 13 11 10 9 3x4 = 3x6 11 4x4 = 3x4 = 3x6 = 3x4 = 4x4 = 3x6 11 3x4 = 2-0-0 2 4,0 7-8-0 13-0-0 19-0-0 24-4-0 29-8-0 3q-q-0 32-0-0 2-0-0 0-4-0 5 4-0 5 4-0 6-0-0 5-4-0 5-4-0 0-410 2-0-0 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4],[5:0-3-0,0-2-4] 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 0.38 Vert(LL) -0.24 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.29 10-11 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.26 13-14 >999 240 Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0, 9=0-8-0 Max Horz 15=-194(LC 10) Max Uplift 15=-1248(LC 12), 9=-1107(LC 12) Max Grav 15=1337(LC 20), 9=1337(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1661/1383, 3-4=-1533/1395, 4-5=-1380/1367, 5-6=-1533/1395, 6-7=-1661/1383 BOT CHORD 14-15=-151/267, 13-14=-1103/1597, 11-13=-913/1383, 10-11=-1095/1488 WEBS 2-15=-1145/1235, 2-14=-1328/1501, 3-14=-177/321, 3-13=-260/227, 4-13=-96/326, 5-11=-102/326, 6-11=-260/265, 6-10=-177/321, 7-10=-1327/1501, 7-9=-1145/1234 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 19-0-0, Exterior(2R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This Item has been 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 electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1248 lb uplift at joint 15 and 1107 lb using a Digital Signature. uplift at joint 9. 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: January 11,2021 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 4940 WATERSONG WAY T22403575 75688 A3 Hip 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:43 2021 Page 1 IDARF6gdHv_CU9535p9sU5hPy9M1 B-s4PglKg9ThwAH4orMFufl V291 hhjn8upPbpPgWzwV?c 210 8-8-0 15-0-0 17-0-0 23-4-0 29-8-0 32-0-0 2-4-0 6-4-0 6-4-0 O 4x6 = 5.00 12 4x6 = Scale = 1:55.3 3x4 3x6 11 4x4 = 3x6 = 4x4 = 3x6 11 3x4 = 3x4 = 3x4 = 2-0-0 2 8-8-0 15-0-0 17-0-0 23-4-0 29-8-0 3q-q-0 32-0-0 2-0-0 01109 6-4-0 6 4-0 2-0-0 6 4-0 6 4-0 0-4-0 2-0-0 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 0.43 Vert(LL) -0.09 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.16 15-16 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.12 12-13 >999 240 Weight: 170 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 17=0-8-0, 11=0-8-0 Max Horz 17=-223(LC 10) Max Uplift 17=-1248(LC 12), 11=-1107(LC 12) Max Grav 17=1184(LC 1), 11=1184(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1494/1403, 4-5=-1248/1288, 5-6=-1186/1278, 6-7=-1248/1288, 7-9=-1494/1408 BOT CHORD 16-17=-191/329, 15-16=-1103/1321, 13-15=-757/1060, 12-13=-1104/1321 WEBS 2-17=-1063/1234, 2-16=-1282/1310, 4-16=-106/277, 4-15=-386/415, 5-15=-210/273, 6-13=-210/273, 7-13=-386/443, 7-12=-106/277, 9-12=-1282/1310, 9-11=-1063/1234 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2E) 15-0-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This item has been 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. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1248 lb uplift at joint 17 and 1107 lb sealed by Velez, Joaquin, PE uplift at joint 11. 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: January 11,2021 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 4940 WATERSONG WAY T22403576 75688 A4 Common 23 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:44 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-LGy2zgrnE?2lvEN1wyQuaiblX5_fWj3zeFYzDyzwV?b 2-4-0 8-10-8 16-0-0 23-1-8 29-8-0 32-0-0 2-4-0 6-6-8 7-1-8 7-1-8 6-6-8 2-4-0 5x6 = 5.00 12 3x4 = 4x6 = 3x4 = 3x4 = 10 6x8 = Scale = 1:53.6 9 W I16 6 3x4 = 2-0-0 2,4,0 11-5-5 20-6-11 29-8-0 3q-q-0 32-0-0 2-0-0 0 4-0 9-1-5 9-1-5 9-1-5 0-4-0 2-0-0 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [7:0-4-0,0-3-0], [10:0-3-8,0-3-0], [14:0-3-8,0-3-0] 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 0.51 Vert(LL) -0.21 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.32 11-13 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.15 11-13 >999 240 Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-10, 3-14 REACTIONS. (size) 10=0-8-0, 14=0-8-0 Max Horz 14=238(LC 11) Max Uplift 10=-1107(LC 12), 14=-1248(LC 12) Max Grav 10=1324(LC 19), 14=1324(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/182, 3-4=-1628/1514, 4-5=-1604/1453, 5-6=-1604/1453, 6-7=-1628/1514, 7-8=-262/205 BOT CHORD 13-14=-1127/1546, 11-13=-714/1119, 10-11 =-1 126/1471 WEBS 5-11=-362/595, 6-11=-228/439, 7-1 0=-1 569/1509, 8-10=-302/507, 5-13=-341/595, 4-13=-228/421, 3-14=-1569/1509, 2-14=-302/512 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-0-0, Exterior(2R) 16-0-0 to 19-0-0, Interior(1) 19-0-0 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. This Item has been 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 electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Sealed by Velez, Joaquin, PE 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1107 lb uplift at joint 10 and 1248 lb using a Digital Signature. uplift at joint 14. 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: January 11,2021 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 4940 WATERSONG WAY T22403577 75688 A5 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:45 2021 Page 1 IDARF6gdHv_CU9535p9sU5hPy9M1B-pSWQAOrP?JAuXOyDUgx77w8XfUKCF6L6svIWIPzwV?a 2 4-0 6-8-0 11-0-0 16-0-0 21-0-0 25-4-0 29-8-0 32-0-0 2 4-0 4-4-0 4-4-0 5-0-0 5-0-0 4 4-0 4-4-0 45 = 3x4 = 4x5 = 22 23 5 24 25 6 Scale = 1:54.4 9 I= 3x4 = 6x8 = 3x8 = 3x6 = 3x8 = 6x8 = 3x4 = 2-0-0 2 4,0 11-0-0 21-0-0 29-8-0 3q-q-0 32-0-0 2-0-0 0-4-0 8-8-0 10-0-0 8-8-0 0 4-0 2-0-0 Plate Offsets (X,Y)-- [10:0-3-8,0-3-0], [14:0-3-8,0-3-0] 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 0.30 Vert(LL) -0.13 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.28 11-13 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(CT) -0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.14 11-13 >999 240 Weight: 163 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 10=0-8-0 Max Horz 14=-164(LC 10) Max Uplift 14=-1248(LC 12), 10=-1107(LC 12) Max Grav 14=1184(LC 1), 10=1184(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-285/32, 3-4=-1440/1418, 4-5=-1361/1379, 5-6=-1361/1379, 6-7=-1440/1418, 8-9=-285/32 BOT CHORD 1-14=0/267, 13-14=-1061/1185, 11-13=-1210/1420, 10-11=-1051/1185, 9-10=0/267 WEBS 2-14=-222/387, 3-14=-1427/1595, 4-13=-200/335, 5-13=-294/307, 5-11=-294/307, 6-11=-206/335, 7-1 0=-1 427/1595, 8-10=-222/386 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, 1nterior(1) 3-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 21-0-0, Exterior(2R) 21-0-0 to 25-5-1, Interior(1) 25-5-1 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.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 1248 lb uplift at joint 14 and 1107 lb uplift at joint 10. 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: January 11,2021 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 4940 WATERSONG WAY T22403578 75688 A6 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 2-4-0 9-0-0 5.00 F12 4x8 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:47 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-IreBbitRNwQcmi6cb5zbCLDg712RjyuPKDndpHzwV?Y 16-0-0 23-0-0 29-8-0 32-0-0 7-0-0 7-0-0 6-8-0 2-4-0 2x3 11 4x8 = 5 21 22 4 23 24 5 Scale = 1:54.4 T N a Iop 9 a 12 11 10 9 8 3x4 = 3x6 11 4x4 = 5x8 = 4x4 = 3x6 11 3x4 = 2-0-0 2 4,0 9-0-0 16-0-0 23-0-0 29-8-0 39-9-0 32-0-0 2-0-0 0-4-0 6-8-0 7-0-0 7-0-0 6-8-0 0-4-0 2-0-0 Plate Offsets (X,Y)--[3:0-5-4,0-2-0], [5:0-5-4,0-2-0], [10:0-4-0,0-3-0] 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 0.49 Vert(LL) -0.08 10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.16 10-11 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.17 10 >999 240 Weight: 158 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-1-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=134(LC 11) Max Uplift 12=-1248(LC 12), 8=-1107(LC 12) Max Grav 12=1184(LC 1), 8=1184(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1485/1410, 3-4=-1869/1855, 4-5=-1869/1855, 5-6=-1485/1410 BOT CHORD 11-12=-129/287, 10-11=-1057/1298, 9-10=-1065/1298 WEBS 2-12=-1072/1307, 2-11=-1109/1235, 3-10=-567/645, 4-10=-431/583, 5-10=-560/645, 6-9=-1108/1235, 6-8=-1072/1307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 23-0-0, Exterior(2R) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1248 lb uplift at joint 12 and 1107 lb using a Digital Signature. uplift at joint 8. 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: January 11,2021 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 4940 WATERSONG WAY T22403579 75688 GRA HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 2-4-0 7-0-0 12-6-5 2-4-0 4-8-0 5-6-4 5x8 MT18HS = 5.00 12 3 23 ci 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:48 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-D1CZo2uHHEYTOsho9oUgkYmw8iGgSQEZYtWAMkzwV?X 18-0-9 21-6-4 25-0-0 29-8-0 32-0-0 5-6-4 3-5-11 3-5-11 4-8-0 4x5 = 5x8 MT18HS WB = 5x10 = 24 4 25 26 5 27 6 28 29 30 5x8 MT18HS = Scale = 1:54.4 16 15 31 32 14 33 34 13 35 12 36 37 38 11 39 10 3x4 = 4x6 11 5x12 = 3x4 = 4x6 = 2x3 11 5x12 = 4x6 11 3x4 = 2-0-0 4,0 7-0-0 12-6-5 18-0-9 25-0-0 29-8-0 39-9-0 32-0-0 MT20 2-0-0 0 4-0 4-8-0 5-6-4 5-6 4 %6-4 3-5-11 3-5-11 4-8-0 0 4-0 2-0-0 Plate Offsets (X,Y)-- [3:0-4-0,0-1-13], [5:0-4-0,Edge], [7:0-5-0,0-2-4], [11:0-4-8,0-1-12], [15:0-6-0,0-1-12] 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 0.79 Vert(LL) 0.69 11-12 >475 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.64 11-12 >514 180 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.93 Horz(CT) -0.16 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. 3-5,5-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-3-9 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 1 Row at midpt 2-15, 6-11, 8-11 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 16=0-8-0, 10=0-8-0 Max Horz 16=-104(LC 6) Max Uplift 16=-3087(LC 8), 10=-2948(LC 8) Max Grav 16=1468(LC 1), 10=1467(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1898/4213, 3-4=-1735/4049, 4-6=-2827/6392, 6-7=-1762/4142, 7-8=-1924/4303 BOT CHORD 14-15=-6146/2827, 12-14=-6514/2997, 11-12=-6514/2997 WEBS 2-16=-1355/2827, 2-15=-3827/1763, 3-15=-977/431, 4-15=-1283/2720, 4-14=-654/358, 6-14=-201/435, 6-12=-528/350, 6-11 =-1 379/2887, 7-11=-908/427, 8-11=-3844/1811, 8-10=-1367/2784 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left 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 This Item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) All plates are MT20 plates unless otherwise indicated. Sealed by Velez, Joaquin, PE 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 p will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3087 lb uplift at joint 16 and 2948 Ito document are not considered uplift at joint 10. signed and sealed and the 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 276 lb down and 435 lb up at signature must be verified 7-0-0, 66 lb down and 205 lb up at 9-0-12, 66 lb down and 205 lb up at 11-0-12, 66 lb down and 205 Ito up at 13-0-12, 66 lb down on any electronic copies. and 205 lb up at 15-0-12, 66 lb down and 205 lb up at 16-11-4, 66 lb down and 205 lb up at 18-11-4, 66 lb down and 205 lb up at 82 Joaquin Velez PE No.68182 20-11-4, and 66 lb down and 205 lb up at 22-11-4, and 276 lb down and 435 lb up at 25-0-0 on top chord, and 142 lb down and 298 MiTek USA, Inc. FL Cert 6634 lb up at 7-0-0, 31 lb down and 128 lb up at 9-0-12, 31 lb down and 128 lb up at 11-0-12, 31 lb down and 128 lb up at 13-0-12, 31 6904 Parke East Blvd. Tampa FL 33610 lb down and 128 lb up at 15-0-12, 31 lb down and 128 lb up at 16-11-4, 31 lb down and 128 lb up at 18-11-4, 31 Ito down and 128 Date: lb up at 20-11-4, and 31 lb down and 128 lb up at 22-11-4, and 142 lb down and 298 lb up at 24-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. January 1 1 ,2021 10) In the LOAD CASE(S) section. loads aDDlied to the face of the truss are noted as front (F) or back (B 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 4940 WATERSONG WAY T22403579 75688 GRA HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:49 2021 Page 2 IDARF6gdHv_CU9535p9sU5hPy9M1B-hEmxONvw2XgK??G?jV?3Hm15u6cvBtUinXGkuAzwV?W LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 17-20=-20 Concentrated Loads (lb) Vert: 3=-88(F) 5=-40(F) 7=-88(F) 15=18(F) 11=-13(F) 23=-40(F) 24=-40(F) 25=-40(F) 27=-40(F) 28=-40(F) 29=-40(F) 30=-40(F) 31=-13(F) 32=-13(F) 33=-13(F) 34=-13(F) 35=-13(F) 36=-13(F) 37=-13(F) 38=-13(F) 39=31(F) 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 4940 WATERSONG WAY T22403580 75688 GRB Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:51 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-dcuiR3wAa9w2FJPNgw2XMBORkvLPfoJ?Frlgy2zwV?U 2-4-0 7-0-0 11-6-14 16-0-0 20-5-2 25-0-0 29-8-0 32-0-0 2-4-0 4-8-0 4-6-14 4-5-2 4-5-2 4-6-14 4-8-0 2-4-0 3x8 = 5.00 12 5x6 = 3x5 = 5x8 MT18HS = 3x5 = 3 24 25 4 26 27 5 6 28 29 30 7 31 5x6 = 32 8 Scale = 1:54.4 17 16 33 34 15 35 36 14 37 38 13 39 40 12 11 3x4 — 3x6 II 7x8 = 3x4 = 5x6 — 3x4 — 7x8 = 3x6 II 3x4 2-0-0 4,0 7-0-0 11-6-14 16-0-0 20-5-2 2%0-0 29-8-0 3q-q-0 32-0-0 MT20 2-0-0 0 4-0 4-8-0 4-6-14 4-5-2 4-5-2 4-6-14 4-8-0 0 4-0 2-0-0 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [5:0-4-0,Edge], [8:0-3-0,0-2-4], [14:0-3-0,0-3-0] 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 0.77 Vert(LL) 0.51 14 >648 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.33 13-14 >991 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.84 Horz(CT) -0.12 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-3-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-16, 9-12 REACTIONS. (size) 17=0-8-0, 11=0-8-0 Max Horz 17=-104(LC 30) Max Uplift 17=-2456(LC 8), 11=-2247(LC 8) Max Grav 17=1657(LC 1), 11=1774(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2202/3328, 3-4=-2024/3198, 4-6=-3245/4692, 6-7=-3356/4624, 7-8=-2206/3103, 8-9=-2399/3239 BOT CHORD 15-16=-4451/3245, 14-15=4872/3688, 13-14=-4872/3688, 12-13=-4378/3356 WEBS 2-17=-1535/2377, 2-16=-3062/2030, 3-16=-698/528, 4-16=-1519/1840, 4-15=-402/511, 6-15=-544/530, 6-14=-32/289, 6-13=-409/631, 7-13=420/459, 7-12=-1431/1892, 8-12=-548/552, 9-12=-2930/2213, 9-11=-1651/2226 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This Item has been 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. 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. using a Digital Signature. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2456 lb uplift at joint 17 and 2247 lb Printed cop les of this uplift at joint 11. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 276 lb down and 435 lb up at document are not considered 7-0-0, 66 lb down and 205 lb up at 8-11-3, 81 lb down and 227 lb up at 10-11-4, 81 lb down and 227 lb up at 12-11-4, 81 lb down signed and sealed and the and 227 lb up at 14-11-4, 81 lb down and 227 lb up at 16-11-4, 81 lb down and 227 lb up at 18-11-4, 81 lb down and 227 lb up at signature must be verified 20-11-4, and 81 lb down and 227 lb up at 22-11-4, and 299 lb down and 542 lb up at 25-0-0 on top chord, and 63 lb down and 298 on any electronic copies. lb up at 7-0-0, 31 lb down and 128 lb up at 8-11-3, 50 lb down and 42 lb up at 10-11-4, 50 lb down and 42 lb up at 12-11-4, 50 lb down and 42 lb up at 14-11-4, 50 lb down and 42 lb up at 16-11-4, 50 lb down and 42 lb up at 18-11-4, 50 lb down and 42 lb up at PE No.68182 Joaquin Velez 82 20-11-4, and 50 lb down and 42 lb up at 22-11-4, and 149 lb down and 132 lb up at 24-11-4 on bottom chord. The design/selection MiTek USA, Inc. FL Cert 6634 of such connection device(s) is the responsibility of others. 6904 Parke East Blvd. Tampa FL 33810 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: January 11,2021 LOAD CASE(S) Standard 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 4940 WATERSONG WAY T22403580 75688 GRB Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:51 2021 Page 2 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-dcuiR3wAa9w2FJPNgw2XMBORkvLPfoJ?Frlgy2zwV?U LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 18-21=-20 Concentrated Loads (lb) Vert:3=-88(B) 5=-67(B) 8=-157(B) 16=18(13)12=-59(B)24=-40(B)25=-67(B)26=-67(B)28=-67(B)30=-67(B)31=-67(B)32=-67(B)33=-13(B)34=-36(B)35=-36(B) 36=-36(B)37=-36(B) 38=-36(B) 39=-36(B)40=-36(B) 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 4940 WATERSONG WAY T22403581 75688 GRC Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 2-4-0 5-0-0 2-4-0 2-8-0 5x8 MT18HS = 5.00 12 3 20 oi Qi u� 1 c{ 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:53 2021 Page 1 I DARF6gdHv_CU9535p9sU5hPy9M 1 B-a??SslyQ6mBmUdZmyL4?RcTm2jOR7pLl i9Exl xzwV?S 11-6-0 18-0-0 20-8-0 23-0-0 6-6-0 6-6-0 2x3 11 21 22 4 23 24 25 5x8 MT18HS = Scale = 1:38.9 3x4 = 2x3 11 2x3 11 3x6 = 3x8 = 2x3 11 2x3 11 3x4 = 2-0-0 2 4- 5-0-0 11-6-0 18-0-0 20-8-0 2 -0 0 23-0-0 2-0-0 0-4- 2-8-0 6-6-0 6-6-0 2-8-0 0-4- 2-0-0 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [5:0-5-12,0-2-8] 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) 13=0-8-0, 8=0-8-0 Max Horz 13=75(LC 7) Max Uplift 13=-1303(LC 8), 8=-1262(LC 5) Max Grav 13=975(LC 39), 8=975(LC 38) CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.78 Vert(LL) 0.53 9-10 >417 240 MT20 244/190 BC 0.70 Vert(CT) 0.51 9-10 >431 180 MT18HS 244/190 WB 0.43 Horz(CT) -0.02 8 n/a n/a Matrix -MS Weight: 100 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. WEBS 1 Row at midpt 3-10, 5-10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-758/904, 2-3=-902/1155, 3-4=-1749/2542, 4-5=-1749/2542, 5-6=-902/1155, 6-7=-758/904 BOT CHORD 1-13=-888/744, 12-13=-887/789, 10-12=-872/782, 9-10=-872/736, 8-9=-888/744, 7-8=-888/744 WEBS 2-13=-484/707, 3-12=-287/234, 3-10=-1668/1116, 4-10=-483/736, 5-10=-1668/1117, 5-9=-287/234, 6-8=-484/662 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 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 1303 lb uplift at joint 13 and 1262 lb uplift at joint 8. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 317 lb down and 210 lb up at 5-0-0, 137 lb down and 83 lb up at 7-0-12, 137 lb down and 83 lb up at 9-0-12, 137 lb down and 83 lb up at 11-0-12, 137 lb down and 83 lb up at 11-11-4, 137 lb down and 83 lb up at 13-11-4, and 137 lb down and 83 lb up at 15-11-4, and 317 lb down and 210 lb up at 18-0-0 on top chord, and 201 lb down and 246 lb up at 5-0-0, 1 lb down and 67 lb up at 7-0-12, 1 lb down and 67 lb up at 9-0-12, 1 lb down and 67 lb up at 11-0-12, 1 lb down and 67 lb up at 11-11-4, 1 lb down and 67 lb up at 13-11-4, and 1 lb down and 67 lb up at 15-11-4, and 201 Ito down and 246 lb up at 17-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 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: January 11,2021 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 4940 WATERSONG WAY T22403581 75688 GRC Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:53 2021 Page 2 I DARF6gdHv_CU9535p9sU5hPy9M 1 B-a??SslyQ6mBmUdZmyL4?RcTm2jOR7pLl i9Exl xzwV?S LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 14-17=-20 Concentrated Loads (Ib) Vert: 3=38(F) 5=38(F) 12=112(F) 9=112(F) 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 4940 WATERSONG WAY T22403582 75688 GRID HALF HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -2-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:54 2021 Page 1 IDARF6gdHv_CU9535p9sU5hPy9M1B-2BZg35y2t4Jc6n8yW3bE_pO3i7UdsLwRxpzVZNzwV?R 3-0-0 4-4-0 3-0-0 1-4-0 3 4x8 = 4 3x4 11 Scale = 1:12.3 3-0-0 4-4-0 3-0-0 1-4-0 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [3:0-5-0,0-2-0] 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 0.28 Vert(LL) 0.01 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 6-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 22 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-8-0, 5=Mechanical Max Horz 2=21 O(LC 8) Max Uplift 2=-549(LC 8), 5=-265(LC 5) Max Grav 2=289(LC 1), 5=189(LC 38) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-251/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 549 lb uplift at joint 2 and 265 Ito uplift at This item has been joint 5. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 270 lb down and 137 lb up at electronically signed and 3-0-0 on top chord, and 204 lb down and 60 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s) is sealed by Velez, Joaquin, PE the responsibility of others. using a Digital Signature. 10) 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 LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (plf) signature must be verified Vert: 1-3=-54, 3-4=-54, 5-7=-20 on any electronic copies. Concentrated Loads (lb) Vert: 6=2(F) 3=-4(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2021 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 4940 WATERSONG WAY T22403583 75688 HVA Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4-2-8 4x5 = 5.00 12 10 2 M 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:55 2021 Page 1 I DARF6gdHv_CU9535p9sU5hPy9M 1 B-WO7CGRzgeNRTjwj83m6TX1 Y7eWnGbnga9Tj25gzwV?Q 14-5-8 18-8-0 10-3-0 4-2-8 2x3 I 12 4x5 = 13 Scale = 1:29.9 3x4 9 8 7 6 3x4 2x3 11 3x6 = 2x3 2x3 4-2-8 14-5-8 18-8-0 4-2-8 10-3-0 4-2-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 TCDL 7.0 Lumber DOL 1.25 BC 0.29 BCLL 0.0 * Rep Stress Incr YES WB 0.17 BCDL 10.0 Code FBC2020/TP12014 Matrix-S DEFL. in (loc) I/deft 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 5 n/a n/a Weight: 60 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0. (lb)- Max Horz 1=52(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) except 1=-116(LC 12), 5=-116(LC 12), 7=-539(LC 9), 9=-280(LC 12), 6=-280(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=421(LC 21), 9=316(LC 1), 6=316(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown WEBS 3-7=-320/572, 2-9=-217/399, 4-6=-217/400 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 4-2-8, Exterior(2R) 4-2-8 to 8-5-7, Interior(1) 8-5-7 to 14-5-8, Exterior(2E) 14-5-8 to 17-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This item has been 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. electronically Signed and 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 116 lb uplift at joint 1, 116 lb uplift at sealed by Velez, Joaquin, PE joint 5, 539 lb uplift at joint 7, 280 lb uplift at joint 9 and 280 lb uplift at joint 6. 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: January 11,2021 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 4940 WATERSONG WAY T22403584 75688 HVB Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4-2-8 4-2-8 4x4 = 5.00 12 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:56 2021 Page 1 IDARF6gdHv_CU9535p9sU5hPy9M1B-_ahbUn_JPhZKL41LdTdi3E5NywB7KFokO7SbeGzwV?P 11-9-8 16-0-0 7-7-0 4-2-8 Scale = 1:25.7 2x3 11 10 3 11 4x4 — 12 3x4 8 7 6 3x4 20 11 2x3 11 2x3 11 4-2-8 11-9-8 16-0-0 4-2-8 7-7-0 4-2-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 TCDL 7.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 * Rep Stress Incr YES WB 0.12 BCDL 10.0 Code FBC2020/TP12014 Matrix-S DEFL. in (loc) I/deft 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 5 n/a n/a Weight: 52 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=-52(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) except 1=-117(LC 12), 5=-117(LC 12), 7=-392(LC 9), 8=-247(LC 12), 6=-247(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=299(LC 21), 8=275(LC 1), 6=275(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown WEBS 3-7=-232/417, 2-8=-189/366, 4-6=-189/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 4-2-8, Exterior(2R) 4-2-8 to 8-5-7, Interior(1) 8-5-7 to 11-9-8, Exterior(2E) 11-9-8 to 15-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This item has been 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. electronically Signed and 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 117 lb uplift at joint 1, 117 lb uplift at sealed by Velez, Joaquin, PE joint 5, 392 lb uplift at joint 7, 247 lb uplift at joint 8 and 247 lb uplift at joint 6. 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: January 11,2021 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 4940 WATERSONG WAY T22403585 75688 HVC Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4-2-8 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:56 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-_ahbUn_JPhZKL41LdTdi3E5IDw4pKFCkO7SbeGzwV?P 7-9-8 12-0-0 3-7-0 4-2-8 Scale = 1:19.2 3x6 = 5.00 12 2x3 3x6 = 3 e 6 4x4 2x3 11 4x4 12-0-0 12-0-0 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4],[4:0-3-0,0-2-4] 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 0.72 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 36 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=12-0-0, 5=12-0-0, 6=12-0-0 Max Horz 1=-52(LC 10) Max Uplift 1=-275(LC 12), 5=-275(LC 12), 6=-225(LC 9) Max Grav 1=246(LC 1), 5=246(LC 1), 6=290(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-371/700, 2-3=-372/731, 3-4=-372/731, 4-5=-371/699 BOT CHORD 1-6=-540/299, 5-6=-540/299 WEBS 3-6=-170/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 4-2-8, Exterior(2E) 4-2-8 to 11-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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. 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Velez, Joaquin, PE 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 275 lb uplift at joint 1, 275 lb uplift at using a Digital Signature. joint 5 and 225 lb uplift at joint 6. 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: January 11,2021 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 4940 WATERSONG WAY T22403586 75688 J1 JACK -OPEN 11 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCDL 7.0 Lumber DOL 1.25 BC 0.42 BCLL 0.0 * Rep Stress Incr YES WB 0.17 BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=103(LC 12) Max Uplift 3=-145(LC 1), 4=-166(LC 1), 5=-746(LC 12) Max Grav 3=184(LC 12), 4=228(LC 12), 5=528(LC 1) 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:57 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-SmFzh6?xA?hBzEO<BB8xcReYgKRm3hGtdnC9AizwV?O 3-0-0 Scale = 1:11.4 3x6 11 2-8-0 3-0-0 2-8-0 0-4-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-275/587 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 240 Horz(CT) 0.03 3 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left 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 145 lb uplift at joint 3, 166 lb uplift at joint 4 and 746 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: January 11,2021 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 4940 WATERSONG WAY T22403587 75688 J3 JACK -OPEN 15 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 5-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:58 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M 1 B-wypLvSOZxlp2aOSjlugA8fAigkpfo8G 1 sRxii8zwV?N Scale = 1:15.5 2x3 11 2-0-0 2 4-0 5-0-0 2-0-0 0-4-0 2-8-0 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 0.47 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=173(LC 12) Max Uplift 3=-78(LC 12), 4=-65(LC 13), 5=-507(LC 12) Max Grav 3=46(LC 17), 4=20(LC 3), 5=346(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-332/132 BOT CHORD 1-5=-148/352 WEBS 2-5=-269/637 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left exposed ; 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. This item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 3, 65 lb uplift at joint 4 and 507 lb uplift at joint 5. 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: January 11,2021 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 4940 WATERSONG WAY T22403588 75688 J5 JACK -OPEN 12 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 10:38:51 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-XzFnKljaKnhskGQwTO?RQJ7CRjJOStZHUOFIL9zwTHo 7-0-0 7-0-0 Scale = 1:20.3 5 3x5 11 2-0-0 -4-0 7-0-0 2-0-0 -4-0 4-8-0 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 0.37 Vert(LL) 0.10 4-5 >569 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) 0.09 4-5 >583 180 BCLL 0.0 * Rep Stress Incr YES WB 0.24 Horz(CT) -0.09 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 23 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. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=95/Mechanical, 4=31/Mechanical, 5=387/0-8-0 Max Horz 5=243(LC 12) Max Uplift 3=-186(LC 12), 4=-122(LC 9), 5=-569(LC 12) Max Grav 3=96(LC 17), 4=70(LC 3), 5=387(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-474/200 BOT CHORD 1-5=-188/424 WEBS 2-5=-399/818 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left exposed ; 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 186 lb uplift at joint 3, 122 lb uplift at joint This item has been 4 and 569 lb uplift at joint 5. electronically signed and sealed by Velez, Joaquin, PE LOAD CASE(S) Standard 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: January 11,2021 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 4940 WATERSONG WAY T22403589 75688 JA Jack -Open 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 5.00 12 3x4 11 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:59 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-09Mj6oOBicxvCYOwicBPhsjz98CIXcTA45hGEbzwV?M 1-0-0 1-01-0 0 w Scale = 1:11.5 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 0.10 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 4 >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 -MR Weight: 4 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=29(LC 12) Max Uplift 2=-54(LC 12), 3=-18(LC 12) Max Grav 4=31(LC 1), 2=23(LC 17), 3=16(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.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 54 lb uplift at joint 2 and 18 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: January 11,2021 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 4940 WATERSONG WAY T22403590 75688 JA3 Jack -Open 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 3x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:41:59 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-09Mj6oOBicxvCYOwicBPhsjrg85RXcTA45hGEbzwV?M 3-0-0 Scale = 1:15.7 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 0.64 Vert(LL) -0.00 3-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.01 3-4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MR Wind(LL) 0.02 3-4 >999 240 Weight: 11 lb FT = 20% 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) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=98(LC 12) Max Uplift 4=-40(LC 12), 2=-132(LC 12), 3=-22(LC 12) Max Grav 4=103(LC 1), 2=71(LC 1), 3=53(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.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 40 lb uplift at joint 4, 132 lb uplift at joint 2 and 22 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: January 11,2021 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 4940 WATERSONG WAY T22403591 75688 JA5 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x5 5-0-0 5-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:42:00 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-tLw5K81 pSw3mgib6sJieD4FONXSIG3jKJIQpnlzwV?L Scale = 1:19.7 4 5x8 MT18HS 11 5-0-0 5-0-0 3 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 0.58 Vert(LL) -0.02 3-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.05 3-4 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.12 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MR Wind(LL) 0.08 3-4 >700 240 Weight: 17 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 except end verticals. WEBS 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=168(LC 12) Max Uplift 4=-95(LC 12), 2=-211(LC 12), 3=-27(LC 12) Max Grav 4=177(LC 1), 2=121(LC 1), 3=90(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-179/340 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 4, 211 lb uplift at joint 2 and 27 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: January 11,2021 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 4940 WATERSONG WAY T22403592 75688 JE1 MONOPITCH 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:42:01 2021 Page 1 IDARF6gdHv_CU9535p9sU5hPy9M1B-LXUUXU2RDDBdRrAIQ1DtmHoEzxtO?WzTYPAMJTzwV?K -2-0-0 1-0-0 2-0-0 1-0-0 Plate Offsets (X,Y)-- [2:0-5-6,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 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 4 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 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=139(LC 12) Max Uplift 3=-23(LC 1), 2=-533(LC 12), 4=-49(LC 1) Max Grav 3=81(LC 12), 2=254(LC 1), 4=151(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.2 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 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; 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 23 lb uplift at joint 3, 533 lb uplift at joint 2 and 49 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: January 11,2021 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 4940 WATERSONG WAY T22403593 75688 JE3 JACK -OPEN 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:42:01 2021 Page 1 IDARF6gdHv_CU9535p9sU5hPy9M1B-LXUUXU2RDDBdRrA1Q1DtmHoEzxgo?WzTYPAMJTzwV?K -2-0-0 3-0-0 2-0-0 3-0-0 Plate Offsets (X,Y)-- [2:0-5-2,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.00 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 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=207(LC 12) Max Uplift 3=-75(LC 12), 2=-487(LC 12), 4=-60(LC 9) Max Grav 3=52(LC 1), 2=253(LC 1), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.4 PLATES GRIP MT20 244/190 Weight: 13 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 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 75 lb uplift at joint 3, 487 lb uplift at joint 2 and 60 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: January 11,2021 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 4940 WATERSONG WAY T22403594 75688 JU JACK -OPEN 10 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:42:02 2021 Page 1 IDARF6gdHv_CU9535p9sU5hPy9M1B-pk2skg33_XJU3?IV_kk6JVLUXLEbkzDcm3vwrwzwV?J 1-0-0 1-0-0 Scale = 1:7.2 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 0.09 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 6 n/r 120 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 -MP Weight: 3 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=-86(LC 12), 3=120(LC 12) Max Uplift 2=-123(LC 12) Max Grav 2=73(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed; 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 123 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: January 11,2021 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 4940 WATERSONG WAY T22403595 75688 JX5 MONOPITCH 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:42:02 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-pk2skg33_XJU3?IV_kk6JVLPjLBVkzDcm3vwrwzwV?J -2-0-0 4-4-0 Scale = 1:15.1 4-4-0 4-4-0 Plate Offsets (X,Y)-- [2:0-5-2,0-0-4] 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 0.40 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 4-7 >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 Weight: 19 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-8-0 Max Horz 2=250(LC 12) Max Uplift 4=-228(LC 12), 2=-528(LC 12) Max Grav 4=129(LC 1), 2=289(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-167/316 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-2-4 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 228 lb uplift at joint 4 and 528 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: January 11,2021 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 4940 WATERSONG WAY T22403596 75688 KJ3 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:42:03 2021 Page 1 IDARF6gdHv_CU9535p9sU5hPy9M1 B-HwcEyA3ilrRLh9KhXSFLritbXlUcTOdm?jfTOMzwV?I 3-3-4 ,3-7-2, 7-0-2 2x3 11 Scale = 1:16.2 2-9-9 3-3-4 7-0-2 2-9-9 0-5-10 3-8-14 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 TCDL 7.0 Lumber DOL 1.25 BC 0.39 BCLL 0.0 * Rep Stress Incr NO WB 0.18 BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 6=0-11-5, 5=Mechanical Max Horz 6=172(LC 24) Max Uplift 3=-96(LC 8), 6=-899(LC 8), 5=-202(LC 17) Max Grav 3=11 O(LC 28), 6=868(LC 31), 5=202(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-613/496 BOT CHORD 1-6=-458/630, 5-6=-458/458 WEBS 2-6=-497/563, 2-5=-480/480 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.06 5-6 >697 240 MT20 244/190 Vert(CT) 0.04 5-6 >999 240 Horz(CT) 0.01 3 n/a n/a Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; 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) n/a 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 3, 899 lb uplift at joint 6 and 202 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 291 lb down and 222 lb up at 4-4-0, and 291 lb down and 222 lb up at 4-4-0 on top chord, and 45 lb down and 138 lb up at 1-6-1, 45 lb down and 138 lb up at 1-6-1, and 298 lb down and 194 lb up at 4-4-0, and 298 lb down and 194 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-7=-20 Concentrated Loads (lb) Vert: 10=171(F=86, B=86) 11=-90(F=-45, B=-45) 12=21 1 (F=105, B=105) 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: January 11,2021 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 4940 WATERSONG WAY T22403597 75688 KJ5 DIAGONAL HIP GIRDER 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:42:04 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-16Ac9W4KW8ZCIJvt59maOwQIP9g9CnyvEN01wozwV?H 3-3-4 5-0-1 9-10-1 3-34 1-8-14 4-10-0 Io 2x3 11 Scale = 1:20.6 2-9-9 3-3-4 6-4-14 9-10-1 2-9-9 0-5-10 3-1-11 3-5-3 Plate Offsets (X,Y)-- [4:0-0-8,0-2-0] 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 0.39 Vert(LL) 0.10 4-5 >752 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.09 4-5 >912 240 BCLL 0.0 * Rep Stress Incr NO WB 0.43 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 41 Ib 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 5=0-11-5, 4=Mechanical Max Horz 5=242(LC 8) Max Uplift 3=-212(LC 8), 5=-967(LC 8), 4=-130(LC 16) Max Grav 3=162(LC 28), 5=941(LC 31), 4=47(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-716/521, 2-3=-271/78 BOT CHORD 1-5=-475/744, 4-5=-475/502 WEBS 2-5=-603/543, 2-4=-510/482 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; 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. This item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint 3, 967 lb uplift at joint 5 and 130 lb uplift at joint 4. electronically Signed and 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 291 Ito down and 222 lb up at sealed by Velez, Joaquin, PE 4-4-0, 291 lb down and 222 lb up at 4-4-0, and 150 lb down and 84 lb up at 7-1-15, and 150 lb down and 84 lb up at 7-1-15 on top using a Digital Signature. chord, and 45 lb down and 138 lb up at 1-6-1, 45 lb down and 138 lb up at 1-6-1, 298 lb down and 194 lb up at 4-4-0, 298 lb down Printed copies of this p and 194 lb up at 4-4-0, and 17 lb up at 7-1-15, and 17 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 8) 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 signature must be verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Joaquin Velez PE No.68182 Vert: 1-3=-54, 4-6=-20 MiTek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert: 9=171(F=86, B=86) 11=-90(F=-45, B=-45) 12=211(F=105, B=105) Date: January 11,2021 00006 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 4940 WATERSONG WAY T22403598 75688 KJA5 Diagonal Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:42:05 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-DJk_Ns5yHSh3wTU3fslpw7ztnYBWxKA3TO8aSEzwV?G 3-6-1 7-0-2 3-6-1 3-6-1 Y 4x4 = 3x4 11 3 7-0-2 7-0-2 Plate Offsets (X,Y)-- [3:0-0-9,0-2-0] 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 NO BCDL 10.0 Code FBC2020/TP12014 CSI. DEFL. in (loc) I/defl L/d TC 0.61 Vert(LL) -0.20 3-4 >418 240 BC 0.36 Vert(CT) -0.26 3-4 >315 180 WB 0.05 Horz(CT) -0.00 2 n/a n/a Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 4=0-10-15, 2=Mechanical, 3=Mechanical Max Horz 4=168(LC 8) Max Uplift 4=-299(LC 8), 2=-291(LC 8), 3=-86(LC 8) Max Grav 4=434(LC 28), 2=195(LC 28), 3=117(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-253/190 Scale = 1:19.8 PLATES GRIP MT20 244/190 Weight: 32 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.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 299 lb uplift at joint 4, 291 lb uplift at joint 2 and 86 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 60 lb up at 1-6-1, 291 lb down and 220 lb up at 1-6-1, and 54 lb down and 147 lb up at 4-4-0, and 150 lb down and 84 lb up at 4-4-0 on top chord, and 2 lb down and 20 lb up at 1-6-1, 220 lb down and 193 lb up at 1-6-1, and 23 lb down and 30 lb up at 4-4-0, and 67 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Concentrated Loads (lb) Vert: 5=85(B) 6=-O(F) 7=104(F=-1, B=105) 8=-5(F) 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: January 11,2021 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 4940 WATERSONG WAY T22403599 75688 KJE3 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:42:06 2021 Page 1 IDARF6gdHv_CU9535p9sU5hPy9M1B-hVINaB6a2mpvYd3GDap2TLV3dyUygnCChgt7_hzwV?F -2-9-15 2-4-10 4-2-3 2-9-15 24-10 1-9-9 Scale = 1:13.3 4-2-3 423 Plate Offsets (X,Y)-- [2:0-0-12,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 0.54 Vert(LL) -0.11 4-7 >437 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.11 4-7 >460 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 17 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-3 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=206(LC 24) Max Uplift 3=-39(LC 5), 2=-465(LC 8), 4=-51(LC 13) Max Grav 3=109(LC 22), 2=342(LC 28), 4=106(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; 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 39 lb uplift at joint 3, 465 lb uplift at joint 2 and 51 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down and 99 lb up at 1-6-1, and 199 lb down and 99 lb up at 1-6-1 on top chord, and 227 lb down and 77 lb up at 1-6-1, and 227 lb down and 77 lb up at 1-6-1 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: Loads (lb) 4-5=-20 L Concentrated Loads document are not considered Vert: 8=47(F=23, B=23) 9=72(F=36, B=36) 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: January 11,2021 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 4940 WATERSONG WAY T22403600 75688 V4 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:42:06 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-hVINaB6a2mpvYd3GDap2TLV8iyZPgnCChgt7_hzwV?F 2-0-0 4-0-0 2-0-0 2-0-0 5.00 12 3x4 3x6 = 3x4 Scale = 1:7.5 4-0-0 4-0-0 Plate Offsets (X,Y)-- [2:0-3-0,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 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 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-P Weight: 10 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=19(LC 11) Max Uplift 1=-88(LC 12), 3=-88(LC 12) Max Grav 1=94(LC 1), 3=94(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-145/310, 2-3=-145/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.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 88 lb uplift at joint 1 and 88 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: January 11,2021 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 4940 WATERSONG WAY T22403601 75688 V8 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 11 07:42:07 2021 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-9hdoX6Cp3xm9meSmHKHOY299MvgPCGMwKdhX7zwv?E 4-0-0 8-0-0 3x4 2x3 11 4x4 = 3x4 Scale = 1:14.6 8-0-0 8-0-0 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 0.87 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=-49(LC 10) Max Uplift 1=-133(LC 12), 3=-133(LC 12), 4=-188(LC 12) Max Grav 1=118(LC 1), 3=118(LC 1), 4=248(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-217/473 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.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 133 lb uplift at joint 1, 133 lb uplift at joint 3 and 188 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: January 11,2021 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 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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