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HomeMy WebLinkAboutAPPROVED TRUSSCUT6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77761 - 4403REDWOOD/TROTTER Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 48 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: 55.0 psf Site Information: Lot/Block: . Customer Info: Homecrete Homes, Inc. Project Name: 4403 Redwood/Trottter Model: . Subdivision: . Address: 4403 Redwood, . State: FLCity: St Lucie County Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: August 30,2021 Velez, Joaquin 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. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T25191871 A Date 8/30/212T25191872A18/30/213T25191873A1C8/30/214T25191874A28/30/215T25191875A2C8/30/216T25191876A38/30/217T25191877A3C8/30/218T25191878B8/30/219T25191879B18/30/2110T25191880B28/30/2111T25191881B38/30/2112T25191882C8/30/2113T25191883C18/30/2114T25191884FLA8/30/21 No.Seal#Truss Name 15 T25191885 FLB Date 8/30/2116T25191886FLD8/30/2117T25191887FLE8/30/2118T25191888G8/30/2119T25191889GFA8/30/2120T25191890GFB8/30/2121T25191891GFC8/30/2122T25191892GFD8/30/2123T25191893GRA8/30/2124T25191894GRAC8/30/2125T25191895GRB8/30/2126T25191896GRC8/30/2127T25191897GRG8/30/2128T25191898J18/30/21 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 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77761 - 4403REDWOOD/TROTTER 2 of 2 Site Information: Lot/Block: . Customer Info: Homecrete Homes, Inc. Project Name: 4403 Redwood/Trottter Model: . Subdivision: . Address: 4403 Redwood, . State: FLCity: St Lucie County No.Seal#Truss Name 29 T25191899 J1B Date 8/30/2130T25191900J1BB8/30/2131T25191901J38/30/2132T25191902J3B8/30/2133T25191903J3C8/30/2134T25191904J58/30/2135T25191905J5A8/30/2136T25191906J5B8/30/2137T25191907J5C8/30/2138T25191908J78/30/2139T25191909J7A8/30/2140T25191910J7C8/30/2141T25191911KJ98/30/2142T25191912KJB8/30/2143T25191913KJC8/30/2144T25191914V28/30/2145T25191915V48/30/2146T25191916V68/30/2147T25191917V88/30/2148T25191918V98/30/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss A Truss Type COMMON Qty 16 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191871 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:26:59 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-o2nNgl2vzfGA7ZiXpSs07PCg4es8GHL3D?n9DayiiDA Scale = 1:52.0 1 2 3 4 5 6 7 8 9 10 14 13 12 11 21 22 23 24 25 26 27 28 3x6 4x4 4x6 3x4 3x6 3x4 2x3 3x4 2x3 3x4 2x3 3x5 10-10-14 4-3-4 4-3-4 8-0-0 3-8-12 17-4-12 9-4-12 27-4-0 9-11-4 -2-0-0 2-0-0 4-3-4 4-3-4 8-0-0 3-8-12 13-8-0 5-8-0 20-2-12 6-6-12 27-4-0 7-1-4 29-4-0 2-0-0 0-4-37-2-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4], [8:0-3-0,Edge], [9:0-0-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.38 0.58 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.35 0.03 0.10 (loc) 11-13 11-13 9 11-20 l/defl >954 >664 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing. REACTIONS. (size)2=0-3-8, 13=0-8-0, 9=0-8-0 Max Horz 2=291(LC 11) Max Uplift 2=-661(LC 12), 13=-505(LC 12), 9=-659(LC 12) Max Grav 2=750(LC 2), 13=815(LC 23), 9=1140(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1057/1053, 3-5=-1025/448, 5-6=-1062/662, 6-7=-1454/803, 7-9=-1672/894 BOT CHORD 2-14=-770/912, 13-14=-770/912, 11-13=-113/821, 9-11=-625/1441 WEBS 3-14=-488/88, 3-13=-187/819, 5-13=-447/312, 6-11=-383/851, 7-11=-435/517 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 13-8-0, Exterior(2R) 13-8-0 to 16-8-0, Interior(1) 16-8-0 to 29-4-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 150.0lb AC unit load placed on the top chord, 10-10-14 from left end, supported at two points, 2-6-0 apart. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 661 lb uplift at joint 2, 505 lb uplift at joint 13 and 659 lb uplift at joint 9. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss A1 Truss Type HIP Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191872 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:00 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-GELlu53XkyO1kjHkNANFgckpF2Ei?fWCSfWil0yiiD9 Scale = 1:52.3 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 24 25 26 27 28 3x6 4x4 4x4 3x6 3x5 3x6 2x3 2x3 2x3 2x3 2x3 3x4 3x4 2x3 3x4 4-3-4 4-3-4 8-0-0 3-8-12 13-0-0 5-0-0 14-4-0 1-4-0 20-6-12 6-2-12 27-4-0 6-9-4 -2-0-0 2-0-0 4-3-4 4-3-4 8-0-0 3-8-12 13-0-0 5-0-0 14-4-0 1-4-0 20-6-12 6-2-12 27-4-0 6-9-4 29-4-0 2-0-0 0-4-36-10-30-4-36-10-36.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.36 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 -0.18 0.03 (loc) 17-20 17-20 10 l/defl >254 >534 n/a L/d 240 240 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. REACTIONS. (size)2=0-3-8, 16=0-8-0, 10=0-8-0 Max Horz 2=279(LC 11) Max Uplift 2=-619(LC 12), 16=-692(LC 12), 10=-664(LC 12) Max Grav 2=753(LC 2), 16=672(LC 23), 10=1132(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1127/280, 3-5=-1069/288, 5-6=-1070/551, 6-7=-896/534, 7-8=-1052/499, 8-10=-1758/821 BOT CHORD 2-17=-51/831, 16-17=-51/831, 14-16=-51/831, 13-14=-54/835, 12-13=-570/1504, 10-12=-570/1504 WEBS 5-16=-368/650, 6-14=-119/366, 7-13=-52/286, 8-13=-791/586, 8-12=-17/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 13-0-0, Exterior(2E) 13-0-0 to 14-4-0, Exterior(2R) 14-4-0 to 18-6-15, Interior(1) 18-6-15 to 29-4-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 lb uplift at joint 2, 692 lb uplift at joint 16 and 664 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss A1C Truss Type HIP Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191873 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:01 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-kQv75R49VGWuMtswwtvUDqH?eSWLk76MhJGGHSyiiD8 Scale = 1:55.4 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 28 29 30 31 32 3x6 4x4 5x6 3x6 4x4 3x4 3x4 3x8 3x4 3x4 3x4 3x4 5x8 3x8 4x8 2x3 3x4 2x3 3x10 8-0-0 8-0-0 10-4-0 2-4-0 14-4-0 4-0-0 19-6-0 5-2-0 24-8-0 5-2-0 25-8-12 1-0-12 27-4-0 1-7-4 -2-0-0 2-0-0 8-0-0 8-0-0 10-4-0 2-4-0 13-0-0 2-8-0 14-4-0 1-4-0 19-6-0 5-2-0 24-8-0 5-2-0 25-8-12 1-0-12 27-4-0 1-7-4 29-4-0 2-0-0 0-4-36-10-30-4-30-8-06-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [7:0-3-0,0-2-0], [12:0-0-4,0-0-0], [19:0-5-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.59 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.16 0.05 (loc) 21-24 21-24 12 l/defl >263 >603 n/a L/d 240 240 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 5-20: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 12=0-8-0, 21=0-8-0 Max Horz 2=279(LC 11) Max Uplift 2=-423(LC 12), 12=-583(LC 12), 21=-969(LC 12) Max Grav 2=246(LC 21), 12=703(LC 1), 21=1435(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-173/668, 5-6=-279/369, 6-7=-275/391, 7-8=-898/816, 8-10=-875/613, 10-11=-1410/946, 11-12=-766/522 BOT CHORD 2-21=-634/342, 19-20=-83/347, 5-19=-681/341, 18-19=-302/376, 17-18=0/288, 16-17=-1039/1751, 15-16=-137/279, 14-15=-357/668, 12-14=-357/668 WEBS 4-21=-1018/544, 19-21=-665/305, 4-19=0/580, 5-18=-382/635, 7-18=-428/358, 7-17=-649/814, 8-17=-358/436, 10-17=-1044/705, 11-14=-367/220, 11-16=-466/632 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 13-0-0, Exterior(2E) 13-0-0 to 14-4-0, Exterior(2R) 14-4-0 to 18-6-15, Interior(1) 18-6-15 to 29-4-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 423 lb uplift at joint 2, 583 lb uplift at joint 12 and 969 lb uplift at joint 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss A2 Truss Type HIP Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191874 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:02 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-CdTVJm5oGael_1R6UbQjl1qCrrwtTfqVvz?ppuyiiD7 Scale = 1:51.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 25 26 27 28 29 4x4 4x5 3x4 3x6 3x4 2x3 3x4 2x3 3x8 3x4 2x3 3x4 4-3-4 4-3-4 8-0-0 3-8-12 16-4-0 8-4-0 21-6-12 5-2-12 27-4-0 5-9-4 -2-0-0 2-0-0 4-3-4 4-3-4 8-0-0 3-8-12 11-0-0 3-0-0 16-4-0 5-4-0 21-6-12 5-2-12 27-4-0 5-9-4 29-4-0 2-0-0 0-4-35-10-30-4-35-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.28 0.38 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.22 0.04 0.07 (loc) 11-13 11-13 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. REACTIONS. (size)2=0-3-8, 13=0-8-0, 8=0-8-0 Max Horz 2=242(LC 11) Max Uplift 2=-744(LC 12), 13=-515(LC 12), 8=-715(LC 12) Max Grav 2=760(LC 1), 13=649(LC 2), 8=1109(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1079/1204, 3-4=-964/621, 4-5=-951/757, 5-6=-1065/817, 6-7=-1225/822, 7-8=-1738/1049 BOT CHORD 2-14=-912/935, 13-14=-912/935, 11-13=-288/817, 10-11=-787/1495, 8-10=-787/1495 WEBS 3-14=-478/93, 3-13=-237/805, 4-13=-257/310, 5-11=-161/389, 6-11=-34/261, 7-11=-578/444 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 16-4-0, Exterior(2R) 16-4-0 to 20-6-15, Interior(1) 20-6-15 to 29-4-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 744 lb uplift at joint 2, 515 lb uplift at joint 13 and 715 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss A2C Truss Type HIP Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191875 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:03 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-hp1tW65Q1tmcbB0J2IxyIFMKwFCnC6uf8dlNMLyiiD6 Scale = 1:53.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 25 26 27 28 29 30 31 5x6 4x4 4x4 3x4 3x4 7x8 4x4 3x4 3x4 3x4 5x8 3x8 4x5 3x4 2x3 8-0-0 8-0-0 10-4-0 2-4-0 16-4-0 6-0-0 24-8-0 8-4-0 25-8-12 1-0-12 27-4-0 1-7-4 -2-0-0 2-0-0 8-0-0 8-0-0 10-4-0 2-4-0 11-0-0 0-8-0 16-4-0 5-4-0 20-6-0 4-2-0 24-8-0 4-2-0 25-8-12 1-0-12 27-4-0 1-7-4 29-4-0 2-0-0 0-4-35-10-30-4-30-8-05-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [5:0-3-0,0-2-0], [14:0-2-0,0-3-0], [16:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.59 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.32 0.04 0.37 (loc) 14-15 14-15 10 18-21 l/defl >999 >719 n/a >263 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 4-17: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-8-0, 18=0-8-0 Max Horz 2=242(LC 11) Max Uplift 2=-436(LC 12), 10=-588(LC 12), 18=-951(LC 12) Max Grav 2=226(LC 21), 10=701(LC 1), 18=1442(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-166/679, 4-5=-25/285, 5-6=-443/491, 6-7=-525/490, 7-8=-1941/1303, 8-9=-1364/960, 9-10=-749/548 BOT CHORD 2-18=-643/320, 16-17=-86/354, 4-16=-335/197, 14-15=-471/797, 13-14=-158/302, 8-14=-285/244, 12-13=-383/656, 10-12=-383/656 WEBS 3-18=-1066/563, 16-18=-649/252, 3-16=-24/659, 5-16=-840/647, 5-15=-425/668, 7-15=-481/479, 7-14=-606/1125, 9-12=-403/252, 9-14=-429/579 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 16-4-0, Exterior(2R) 16-4-0 to 20-7-3, Interior(1) 20-7-3 to 29-4-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 436 lb uplift at joint 2, 588 lb uplift at joint 10 and 951 lb uplift at joint 18. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss A3 Truss Type HIP Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191876 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:04 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-9?bGjS62nBuTDKaVc0SBqSvSQfajxaLoNGUwunyiiD5 Scale = 1:51.5 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 22 23 24 25 26 27 28 29 5x6 4x4 3x5 3x6 2x3 2x3 3x6 5x6 3x4 3x4 3x8 2x3 3x5 4-3-1 4-3-1 7-11-9 3-8-9 8-0-0 0-0-7 13-1-13 5-1-13 18-4-0 5-2-3 27-4-0 9-0-0 -2-0-0 2-0-0 4-3-1 4-3-1 7-11-9 3-8-9 9-0-0 1-0-7 13-1-13 4-1-13 18-4-0 5-2-3 22-6-12 4-2-12 27-4-0 4-9-4 29-4-0 2-0-0 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-4], [5:0-3-0,0-2-0], [9:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.49 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.24 0.01 (loc) 15-18 11-21 9 l/defl >251 >981 n/a L/d 240 240 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 14=0-8-0, 9=0-8-0 Max Horz 2=-205(LC 10) Max Uplift 2=-497(LC 12), 14=-874(LC 12), 9=-608(LC 12) Max Grav 2=321(LC 21), 14=1191(LC 1), 9=774(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-19/253, 3-4=-9/273, 4-5=-23/544, 5-6=-447/425, 6-7=-657/595, 7-8=-791/588, 8-9=-1058/793 BOT CHORD 2-15=-250/207, 14-15=-250/207, 11-12=-75/433, 9-11=-572/924 WEBS 4-14=-474/1143, 5-14=-688/97, 5-12=-435/751, 6-12=-506/470, 6-11=-230/316, 8-11=-340/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2R) 9-0-0 to 13-1-13, Interior(1) 13-1-13 to 18-4-0, Exterior(2R) 18-4-0 to 22-8-11, Interior(1) 22-8-11 to 29-4-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 lb uplift at joint 2, 874 lb uplift at joint 14 and 608 lb uplift at joint 9. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss A3C Truss Type HIP Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191877 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:05 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-dB9exo7gYV0KrU9h9jzQNgShP3o_g?WxcwETQDyiiD4 Scale = 1:52.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 24 25 26 27 28 29 30 31 5x6 4x8 3x8 3x4 3x6 3x8 3x4 3x4 6x8 2x3 6x8 4x4 3x4 2x3 3x10 8-0-0 8-0-0 8-0-2 0-0-2 10-4-0 2-3-14 18-4-0 8-0-0 24-8-0 6-4-0 25-8-12 1-0-12 27-4-0 1-7-4 -2-0-0 2-0-0 4-9-4 4-9-4 9-0-0 4-2-12 10-4-0 1-4-0 18-4-0 8-0-0 24-8-0 6-4-0 25-8-12 1-0-12 27-4-0 1-7-4 29-4-0 2-0-0 0-4-34-10-30-4-30-8-04-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [4:0-3-0,0-2-0], [6:0-5-4,0-2-0], [9:0-0-4,0-0-0], [15:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.39 1.00 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.19 0.06 (loc) 17-20 14-15 9 l/defl >368 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 5-16,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-15, 7-14 REACTIONS. (size)2=0-3-8, 9=0-8-0, 17=0-8-0 Max Horz 2=205(LC 11) Max Uplift 2=-351(LC 12), 9=-554(LC 12), 17=-1068(LC 12) Max Grav 2=147(LC 21), 9=680(LC 22), 17=1543(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-211/719, 3-4=-419/884, 4-5=-100/281, 5-6=-83/254, 6-7=-722/457, 7-8=-1427/995, 8-9=-707/480 BOT CHORD 2-17=-674/299, 15-16=-66/298, 5-15=-503/543, 14-15=-136/589, 13-14=-1182/1788, 12-13=-107/272, 7-13=0/255, 11-12=-312/603, 9-11=-312/603 WEBS 3-17=-295/554, 4-17=-1089/489, 15-17=-538/499, 4-15=-425/824, 6-15=-916/638, 6-14=-60/425, 7-14=-1286/1053, 8-11=-352/170, 8-13=-547/738 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 18-4-0, Exterior(2R) 18-4-0 to 22-6-15, Interior(1) 22-6-15 to 29-4-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2, 554 lb uplift at joint 9 and 1068 lb uplift at joint 17. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss B Truss Type Hip Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191878 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:06 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-5Oi0888IJo8BSekujQUfwt_umTGVPXg5qaz1ygyiiD3 Scale = 1:44.9 1 2 3 4 5 6 7 8 10 9 17 18 19 20 4x5 4x8 3x5 2x3 5x8 3x4 2x3 3x5 9-0-0 9-0-0 14-4-0 5-4-0 23-4-0 9-0-0 -2-0-0 2-0-0 4-9-4 4-9-4 9-0-0 4-2-12 14-4-0 5-4-0 18-6-12 4-2-12 23-4-0 4-9-4 25-4-0 2-0-0 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-5-4,0-2-0], [7:0-2-10,0-1-8], [10:0-2-4,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.28 0.40 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.27 0.04 0.07 (loc) 9-16 9-16 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-4 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-197(LC 10) Max Uplift 2=-722(LC 12), 7=-722(LC 12) Max Grav 2=975(LC 1), 7=975(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1494/1137, 3-4=-1232/935, 4-5=-1059/914, 5-6=-1231/935, 6-7=-1494/1137 BOT CHORD 2-10=-825/1315, 9-10=-552/1058, 7-9=-878/1312 WEBS 3-10=-325/372, 4-10=-103/345, 5-9=-134/345, 6-9=-326/371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 14-4-0, Exterior(2R) 14-4-0 to 18-8-11, Interior(1) 18-8-11 to 25-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 722 lb uplift at joint 2 and 722 lb uplift at joint 7. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss B1 Truss Type Hip Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191879 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:07 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-ZaGOMU9w46H24oJ4H8?uS5X3XsfF8xfE3EjaV6yiiD2 Scale = 1:44.9 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 4x4 4x4 3x4 3x6 3x4 2x3 3x4 3x4 3x4 2x3 3x4 5-9-4 5-9-4 11-0-0 5-2-12 12-4-0 1-4-0 17-6-12 5-2-12 23-4-0 5-9-4 -2-0-0 2-0-0 5-9-4 5-9-4 11-0-0 5-2-12 12-4-0 1-4-0 17-6-12 5-2-12 23-4-0 5-9-4 25-4-0 2-0-0 0-4-35-10-30-4-35-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.28 0.24 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.04 0.07 (loc) 9-10 9-10 7 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-232(LC 10) Max Uplift 2=-722(LC 12), 7=-722(LC 12) Max Grav 2=975(LC 1), 7=975(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1518/1032, 3-4=-1069/821, 4-5=-899/805, 5-6=-1069/821, 6-7=-1518/1031 BOT CHORD 2-13=-718/1319, 11-13=-718/1319, 10-11=-381/899, 9-10=-773/1307, 7-9=-773/1307 WEBS 3-11=-524/450, 4-11=-197/294, 5-10=-197/294, 6-10=-525/450 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 11-0-0, Exterior(2E) 11-0-0 to 12-4-0, Exterior(2R) 12-4-0 to 16-6-15, Interior(1) 16-6-15 to 25-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 722 lb uplift at joint 2 and 722 lb uplift at joint 7. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss B2 Truss Type Common Qty 4 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191880 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:08 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-1mqmZq9YrQPviyuGrrX7?I4EiGy0tOkOIuS71YyiiD1 Scale = 1:45.0 1 2 3 4 5 6 71098 17 18 19 20 21 22 3x4 3x6 3x4 4x5 2x3 3x4 2x3 3x4 7-11-8 7-11-8 15-4-8 7-5-0 23-4-0 7-11-8 -2-0-0 2-0-0 6-1-4 6-1-4 11-8-0 5-6-12 17-2-12 5-6-12 23-4-0 6-1-4 25-4-0 2-0-0 0-4-36-2-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-0-8,Edge], [6:0-0-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.40 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 0.04 0.08 (loc) 8-10 8-16 6 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-243(LC 10) Max Uplift 2=-722(LC 12), 6=-722(LC 12) Max Grav 2=1070(LC 17), 6=1070(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1624/1148, 3-4=-1496/1124, 4-5=-1496/1124, 5-6=-1624/1148 BOT CHORD 2-10=-803/1574, 8-10=-395/1013, 6-8=-851/1430 WEBS 4-8=-405/703, 5-8=-348/448, 4-10=-405/702, 3-10=-347/448 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 11-8-0, Exterior(2R) 11-8-0 to 14-8-0, Interior(1) 14-8-0 to 25-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 722 lb uplift at joint 2 and 722 lb uplift at joint 6. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss B3 Truss Type Common Qty 8 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191881 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:09 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-VzO8nAABcjXmK6TSOZ2MXWcORgI?cqOXWYChZ_yiiD0 Scale = 1:41.9 1 2 3 4 5 6 7 10 9 8 18 19 20 21 22 23 3x8 4x4 3x4 3x6 3x4 2x3 4x5 3x4 2x3 7-8-13 7-8-13 15-7-3 7-10-6 22-5-0 6-9-13 -2-0-0 2-0-0 6-1-4 6-1-4 11-8-0 5-6-12 17-2-12 5-6-12 22-5-0 5-2-4 0-4-36-2-30-9-116.00 12 Plate Offsets (X,Y)-- [7:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.41 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.22 0.04 0.08 (loc) 8-10 8-10 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-3 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=233(LC 11) Max Uplift 7=-517(LC 12), 2=-710(LC 12) Max Grav 7=926(LC 18), 2=1039(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1565/1140, 3-4=-1452/1141, 4-5=-1327/1079, 5-7=-1396/1074 BOT CHORD 2-10=-949/1491, 8-10=-488/914, 7-8=-835/1210 WEBS 3-10=-337/453, 4-10=-430/742, 4-8=-327/555, 5-8=-231/371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 11-8-0, Exterior(2R) 11-8-0 to 14-8-0, Interior(1) 14-8-0 to 22-5-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 517 lb uplift at joint 7 and 710 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss C Truss Type Half Hip Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191882 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:09 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-VzO8nAABcjXmK6TSOZ2MXWcOSgJBcqAXWYChZ_yiiD0 Scale = 1:41.2 1 2 3 4 5 6 9 8 7 13 14 15 16 17 4x5 3x4 6x8 3x4 2x3 5x10 2x3 3x8 8-0-8 8-0-8 15-2-12 7-2-4 22-5-0 7-2-4 -2-0-0 2-0-0 4-3-8 4-3-8 8-0-8 3-9-0 15-2-12 7-2-4 22-5-0 7-2-4 0-4-34-4-76.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [9:0-3-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.38 0.34 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.03 0.08 (loc) 9-12 9-12 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=344(LC 12) Max Uplift 7=-671(LC 9), 2=-685(LC 12) Max Grav 7=819(LC 1), 2=941(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1444/1017, 3-4=-1228/841, 4-5=-1067/826 BOT CHORD 2-9=-1113/1266, 8-9=-839/1056, 7-8=-839/1056 WEBS 3-9=-269/326, 4-9=-95/338, 5-8=0/296, 5-7=-1189/943 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 8-0-8, Exterior(2R) 8-0-8 to 12-3-7, Interior(1) 12-3-7 to 22-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 671 lb uplift at joint 7 and 685 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss C1 Truss Type Half Hip Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191883 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:10 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-z9yX_WBpN1fcxF2fyGZb4j9Yz4huL9mglCxE5RyiiD? Scale = 1:40.8 1 2 3 4 5 6 11 10 9 8 7 15 16 17 18 4x8 3x6 3x4 3x6 3x4 2x3 3x4 2x3 3x8 3x4 5-3-8 5-3-8 10-0-8 4-9-0 16-2-12 6-2-4 22-5-0 6-2-4 -2-0-0 2-0-0 5-3-8 5-3-8 10-0-8 4-9-0 16-2-12 6-2-4 22-5-0 6-2-4 0-4-35-4-76.00 12 Plate Offsets (X,Y)-- [2:0-0-8,Edge], [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.40 0.24 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.02 0.07 (loc) 9-11 8-9 7 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 7=-677(LC 9), 2=-672(LC 12) Max Grav 7=819(LC 1), 2=941(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1456/933, 3-4=-1067/736, 4-5=-764/619, 5-6=-764/619, 6-7=-765/689 BOT CHORD 2-11=-1088/1254, 9-11=-1088/1254, 8-9=-740/908 WEBS 3-9=-441/402, 4-9=-165/362, 5-8=-386/518, 6-8=-793/979 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 10-0-8, Exterior(2R) 10-0-8 to 14-3-7, Interior(1) 14-3-7 to 22-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 677 lb uplift at joint 7 and 672 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss FLA Truss Type Floor Qty 5 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191884 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:11 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-SLWvBrCR8LnTZPdrW_4qdxijMUzr4dvq_shoetyiiD_ Scale = 1:45.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 3x6 3x6 FP 6x8 3x6 FP 3x4 3x4 6x8 3x6 3x4 4x6 2x3 6x10 2x3 3x5 6x8 2x3 3x4 2x3 5x6 6x10 2x3 3x6 3x6 FP 2x3 SP 3x6 0-3-8 0-3-8 15-10-0 15-6-8 16-10-0 1-0-0 17-10-0 1-0-0 17-11-8 0-1-8 25-8-8 7-9-0 26-0-0 0-3-8 2-6-0 2-5-0 2-0-0 0-3-8 0-3-8 1-8-41-5-41-5-41-6-120-1-81-8-4Plate Offsets (X,Y)-- [1:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,0-0-0], [14:0-1-8,Edge], [17:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.45 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.49 -0.08 (loc) 18-20 18-20 14 l/defl >857 >626 n/a L/d 480 360 n/a PLATES MT20 Weight: 172 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 14=0-3-0 Max Grav 1=927(LC 1), 14=927(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1474/0, 3-4=-1471/0, 4-5=-3327/0, 5-6=-3327/0, 6-8=-3949/0, 8-9=-3949/0, 9-10=-3503/0, 10-11=-3503/0, 11-12=-1428/0, 12-14=-1431/0 BOT CHORD 22-23=0/2554, 20-22=0/3783, 18-20=0/3503, 17-18=0/3503, 16-17=0/2592 WEBS 9-18=-429/0, 1-23=0/1677, 4-23=-1255/0, 4-22=0/896, 6-22=-528/0, 6-20=0/254, 9-20=-126/717, 14-16=0/1628, 11-16=-1349/0, 11-17=0/1100 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) The Fabrication Tolerance at joint 19 = 11% 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss FLB Truss Type Floor Qty 21 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191885 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:12 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-wY4HPBC3vevKBZC14hb398EvHtK8p8UzDWQL9JyiiCz Scale = 1:31.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 2x3 2x3 4x6 4x6 3x4 3x4 3x4 2x3 3x4 2x3 3x8 2x3 3x4 3x8 2x3 3x4 0-3-8 0-3-8 8-0-8 7-9-0 8-2-0 0-1-8 9-2-0 1-0-0 10-2-0 1-0-0 10-3-8 0-1-8 18-0-8 7-9-0 18-4-0 0-3-8 2-6-0 2-0-0 0-3-8 0-3-8 1-8-41-5-41-5-41-8-4Plate Offsets (X,Y)-- [1:0-3-0,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [10:0-3-0,Edge], [11:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.39 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.20 -0.03 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 96 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 10=0-3-0 Max Grav 1=646(LC 1), 10=646(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-953/0, 3-4=-950/0, 4-5=-1817/0, 5-6=-1817/0, 6-7=-1817/0, 7-8=-950/0, 8-10=-953/0 BOT CHORD 14-15=0/1529, 13-14=0/1817, 12-13=0/1529 WEBS 1-15=0/1094, 4-15=-678/0, 4-14=0/475, 10-12=0/1094, 7-12=-678/0, 7-13=0/475 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss FLD Truss Type Floor Qty 4 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191886 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:12 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-wY4HPBC3vevKBZC14hb398EyStQPpGxzDWQL9JyiiCz Scale = 1:11.21234 6 5 2x3 3x6 3x4 3x6 3x4 0-3-8 0-3-8 0-5-0 0-1-8 3-9-0 3-4-0 0-8-8 2-6-0 0-3-8 1-8-41-5-41-8-4Plate Offsets (X,Y)-- [1:0-3-0,Edge], [4:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 24 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 5=Mechanical Max Grav 1=122(LC 1), 5=122(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss FLE Truss Type Floor Qty 2 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191887 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:13 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-OkdfcXDhgy1BojmEdP6IiMn7JHlVYjC7RAAuhmyiiCy Scale = 1:11.21234 6 5 2x3 3x6 3x4 3x6 3x4 0-3-8 0-3-8 0-5-0 0-1-8 4-0-0 3-7-0 0-11-8 2-6-0 0-3-8 1-8-41-5-41-8-4Plate Offsets (X,Y)-- [1:0-3-0,Edge], [4:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.06 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 25 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 5=Mechanical Max Grav 1=131(LC 1), 5=131(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss G Truss Type HIP Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191888 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:14 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-swB1qtEJRG92QtLQB6dXEZK8HhwpH9EGgqvSDCyiiCx Scale = 1:36.1 1 2 3 4 5 6 9 8 7 16 17 18 19 20 21 22 23 24 25 4x12 4x12 3x10 6x8 3x6 3x10 6x8 2x3 2x3 7-0-0 7-0-0 11-0-0 4-0-0 18-0-0 7-0-0 -2-0-0 2-0-0 3-10-12 3-10-12 7-0-0 3-1-4 11-0-0 4-0-0 14-1-4 3-1-4 18-0-0 3-10-12 20-0-0 2-0-0 0-3-142-0-140-3-142-0-143.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [2:0-0-4,Edge], [5:0-0-4,Edge], [5:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.76 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.26 -0.08 0.55 (loc) 9-12 9-12 5 9-12 l/defl >999 >843 n/a >390 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-7 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-3-8 Max Horz 2=75(LC 8) Max Uplift 2=-1043(LC 8), 5=-1043(LC 9) Max Grav 2=776(LC 1), 5=776(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1681/5146, 3-4=-1612/5075, 4-5=-1681/5173 BOT CHORD 2-9=-4870/1612, 7-9=-4870/1612, 5-7=-4870/1612 WEBS 3-9=-767/217, 4-7=-799/217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-7 to 0-11-9, Interior(1) 0-11-9 to 6-10-4, Exterior(2E) 6-10-4 to 11-1-12, Exterior(2R) 11-1-12 to 15-4-11, Interior(1) 15-4-11 to 20-0-7 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1043 lb uplift at joint 2 and 1043 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GFA Truss Type FLOOR Qty 1 Ply 2 4403REDWOOD/TROTTER Job Reference (optional) T25191889 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:15 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-K7lQ1DFxCZHv21wclp9mnnsRW5Nk0YmQvUf?meyiiCw Scale = 1:32.5 1 2 3 4 5 6 12 11 10 9 8 713 3x4 6x8 3x6 6x8 3x4 4x6 3x4 3x4 3x4 3x4 2x3 3x8 THD26-2 -0-3-0 0-3-0 4-7-0 4-7-0 8-10-12 4-3-12 13-2-6 4-3-10 17-9-8 4-7-2 -0-3-0 0-3-0 4-7-2 4-7-2 8-10-12 4-3-10 13-2-6 4-3-10 17-9-8 4-7-2 18-1-0 0-3-8 0-3-81-8-41-4-120-3-81-4-121-8-4Plate Offsets (X,Y)-- [1:0-3-8,0-3-0], [6:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.22 0.26 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 -0.01 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 201 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-11. REACTIONS. (size)1=0-3-0, 6=0-3-0, 11=0-3-8 Max Uplift 1=-35(LC 4) Max Grav 1=305(LC 3), 6=624(LC 4), 11=1972(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/506, 2-3=-939/0, 3-5=-1327/0, 5-6=-1327/0 BOT CHORD 9-11=-506/0, 8-9=0/939 WEBS 1-11=-569/0, 2-11=-924/0, 2-9=0/1511, 3-9=-546/0, 3-8=0/430, 5-8=-459/0, 6-8=0/1270 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) The Fabrication Tolerance at joint 4 = 20%, joint 10 = 20% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 3-7-8 from the left end to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-100, 7-12=-10 Concentrated Loads (lb) Vert: 13=-802(B) THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GFB Truss Type FLOOR Qty 1 Ply 2 4403REDWOOD/TROTTER Job Reference (optional) T25191890 8.430 s Apr 29 2021 MiTek Industries, Inc. Mon Aug 30 14:17:40 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:NnYbKlVzoSGevO88isZf3ayk_9u-AIzaBasvMgmb64f5a5kLYxy3A1tIkA0Kyt52Vqyieqv Scale = 1:15.4 1 2 3 6 5 4789103x4 3x4 3x8 6x8 2x3 6x8 -0-3-0 0-3-0 3-10-8 3-10-8 7-9-0 3-10-8 -0-3-0 0-3-0 3-10-8 3-10-8 7-9-0 3-10-8 0-3-81-8-41-4-12Plate Offsets (X,Y)-- [1:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.13 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=812/Mechanical, 1=868/0-3-0 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1493/0, 2-3=-1493/0, 3-4=-682/0 WEBS 1-5=0/1582, 2-5=-432/0, 3-5=0/1582 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down at 0-7-12, 116 lb down at 2-4-4, 396 lb down at 3-10-8, and 116 lb down at 4-4-4, and 116 lb down at 6-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 4-6=-10 Concentrated Loads (lb) Vert: 5=-396(B) 7=-116(F) 8=-116(F) 9=-116(F) 10=-116(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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GFC Truss Type FLOOR Qty 1 Ply 2 4403REDWOOD/TROTTER Job Reference (optional) T25191891 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:16 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-oJJoFZGaztPmfAVpJXg?J_PftVnDl2dZ78OZI4yiiCv Scale = 1:13.2 1 2 3 6 5 478 3x4 3x4 3x8 3x4 2x3 3x4 3x6 THD46 THD46 2-9-14 2-9-14 5-7-12 2-9-14 2-9-14 2-9-14 5-7-12 2-9-14 1-8-40-5-81-8-4LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.05 0.06 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 3-4: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=0-3-8 Max Grav 6=406(LC 1), 4=584(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-346/0, 1-2=-480/0, 2-3=-480/0, 3-4=-351/0 WEBS 1-5=0/534, 2-5=-308/0, 3-5=0/540 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Use USP THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-4 from the left end to 3-10-4 to connect truss(es) to back face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 4-6=-10 Concentrated Loads (lb) Vert: 4=-168 7=-125(B) 8=-125(B) 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GFD Truss Type FLOOR Qty 1 Ply 2 4403REDWOOD/TROTTER Job Reference (optional) T25191892 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:16 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-oJJoFZGaztPmfAVpJXg?J_PeGVnyl4dZ78OZI4yiiCv Scale = 1:8.7 1 2 4 3 3x4 3x4 6x8 4x6 -0-3-8 0-3-8 3-8-8 3-8-8 -0-3-8 0-3-8 3-8-8 3-8-8 0-3-81-8-41-4-120-3-81-4-121-8-4Plate Offsets (X,Y)-- [1:0-3-8,0-3-0], [2:0-3-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.09 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 3-4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 2-3: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 2=0-3-0 Max Grav 1=172(LC 1), 2=172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GRA Truss Type HIP GIRDER Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191893 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:18 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-liRYfFHqUUfUvUfBQyiTPPUvYINnDp8sbStfNzyiiCt Scale = 1:51.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 34 35 36 4x6 4x5 3x5 4x6 3x4 2x3 4x10 6x8 2x3 2x3 3x8 3x8 2x3 3x4 3x6 3-9-4 3-9-4 7-0-0 3-2-12 7-8-0 0-8-0 11-5-15 3-9-15 15-10-1 4-4-3 20-4-0 4-5-15 23-6-12 3-2-12 27-4-0 3-9-4 -2-0-0 2-0-0 3-9-4 3-9-4 7-0-0 3-2-12 11-5-15 4-5-15 15-10-1 4-4-3 20-4-0 4-5-15 23-6-12 3-2-12 27-4-0 3-9-4 29-4-0 2-0-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-0-8], [5:0-3-8,0-3-0], [10:0-0-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.43 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.15 -0.04 (loc) 17-20 17-20 10 l/defl >463 >636 n/a L/d 240 240 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-5 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-8-0, 16=0-8-0 Max Horz 2=-168(LC 6) Max Uplift 2=-682(LC 32), 10=-1205(LC 8), 16=-2292(LC 8) Max Grav 2=290(LC 24), 10=1317(LC 1), 16=2626(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-29/606, 3-4=0/570, 4-5=0/515, 5-6=-879/962, 6-7=-879/962, 7-8=-1878/1768, 8-9=-2110/1905, 9-10=-2280/1976 BOT CHORD 2-17=-549/65, 16-17=-561/220, 15-16=-561/220, 13-15=-1489/1874, 12-13=-1489/1874, 10-12=-1577/1999 WEBS 3-17=-317/390, 4-17=-379/239, 5-15=-1241/1797, 6-15=-373/395, 7-15=-1290/1033, 7-13=-41/397, 8-12=-395/604, 9-12=-263/231, 5-16=-1903/1625 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 682 lb uplift at joint 2, 1205 lb uplift at joint 10 and 2292 lb uplift at joint 16. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 lb down and 233 lb up at 7-0-0, 170 lb down and 197 lb up at 9-0-12, 155 lb down and 197 lb up at 11-0-12, 155 lb down and 197 lb up at 13-0-12, 155 lb down and 197 lb up at 14-3-4, 155 lb down and 197 lb up at 16-3-4, and 170 lb down and 197 lb up at 18-3-4, and 232 lb down and 382 lb up at 20-4-0 on top chord, and 437 lb down and 615 lb up at 7-0-0, 84 lb down and 23 lb up at 9-0-12, 84 lb down and 23 lb up at 11-0-12, 84 lb down and 23 lb up at 13-0-12, 84 lb down and 23 lb up at 14-3-4, 84 lb down and 23 lb up at 16-3-4, and 84 lb down and 23 lb up at 18-3-4, and 300 lb down and 405 lb up at 20-3-4 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 Continued on page 2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GRA Truss Type HIP GIRDER Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191893 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:18 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-liRYfFHqUUfUvUfBQyiTPPUvYINnDp8sbStfNzyiiCt LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-8=-54, 8-11=-54, 18-21=-20 Concentrated Loads (lb) Vert: 4=-37(B) 8=-160(B) 14=-61(B) 17=-437(B) 12=-299(B) 24=-106(B) 26=-106(B) 27=-106(B) 28=-106(B) 29=-106(B) 31=-106(B) 32=-61(B) 33=-61(B) 34=-61(B) 35=-61(B) 36=-61(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GRAC Truss Type HIP GIRDER Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191894 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:19 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-Du?wtbISFonLWeEN_fDixd1?miafyE5?q6dDvPyiiCs Scale = 1:52.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 25 26 27 28 29 30 31 32 33 34 35 36 37 38 3x8 5x8 3x4 3x4 4x6 10x18 MT20HS 3x4 2x3 6x8 6x8 2x3 4x12 2x3 4x10 4x6 3-9-4 3-9-4 7-0-0 3-2-12 7-8-0 0-8-0 10-4-0 2-8-0 15-4-0 5-0-0 20-4-0 5-0-0 24-8-0 4-4-0 25-8-12 1-0-12 26-0-0 0-3-4 27-4-0 1-4-0 -2-0-0 2-0-0 3-9-4 3-9-4 7-0-0 3-2-12 10-4-0 3-4-0 15-4-0 5-0-0 20-4-0 5-0-0 24-8-0 4-4-0 25-8-12 1-0-12 27-4-0 1-7-4 29-4-0 2-0-0 0-4-33-10-30-4-30-8-03-10-36.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-8,Edge], [4:0-5-0,0-2-0], [5:0-3-8,0-3-0], [8:0-6-0,0-2-8], [10:0-2-14,0-1-2], [12:1-1-11,Edge], [15:0-6-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.91 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.29 0.11 0.26 (loc) 12-13 12-13 10 12-13 l/defl >999 >802 n/a >914 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 149 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-10 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size)2=0-3-8, 17=0-8-0, 10=0-8-0 Max Horz 2=168(LC 7) Max Uplift 2=-769(LC 32), 17=-2718(LC 8), 10=-1000(LC 8) Max Grav 2=249(LC 13), 17=3168(LC 1), 10=1231(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-434/1099, 3-4=-813/1340, 4-5=-723/1210, 5-6=-92/281, 6-7=-1741/1404, 7-8=-1741/1404, 8-9=-3578/2437, 9-10=-3703/2411 BOT CHORD 2-18=-1021/480, 17-18=-1021/480, 6-15=-1229/1040, 14-15=-252/331, 13-14=-1393/2159, 12-13=-1374/2120, 10-12=-2050/3288 WEBS 3-17=-512/612, 5-17=-2055/1480, 6-14=-1632/2231, 7-14=-468/535, 8-14=-520/290, 8-13=-390/777, 15-17=-1030/833, 5-15=-911/1361, 9-12=-275/402, 8-12=-745/1273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 769 lb uplift at joint 2, 2718 lb uplift at joint 17 and 1000 lb uplift at joint 10. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 lb down and 233 lb up at 7-0-0, 170 lb down and 197 lb up at 9-0-12, 121 lb down and 151 lb up at 11-0-12, 121 lb down and 151 lb up at 13-0-12, 121 lb down and 151 lb up at 14-3-4, 121 lb down and 151 lb up at 16-3-4, and 136 lb down and 151 lb up at 18-3-4, and 150 lb down and 282 lb up at 20-4-0 on top chord, and 437 lb down and 623 lb up at 7-0-0, 84 lb down and 23 lb up at 9-0-12, 109 lb down and 69 lb up at 11-0-12, 109 lb down and 69 lb up at 13-0-12, 109 lb down and 69 lb up at 14-3-4, 109 lb down and 69 lb up at 16-3-4, and 109 lb down and 69 lb up at 18-3-4, and 542 lb down and 368 lb up at 20-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GRAC Truss Type HIP GIRDER Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191894 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:19 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-Du?wtbISFonLWeEN_fDixd1?miafyE5?q6dDvPyiiCs LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-8=-54, 8-11=-54, 16-19=-20, 12-15=-20, 12-22=-20 Concentrated Loads (lb) Vert: 4=-37(F) 8=-57(F) 13=-442(F) 25=-106(F) 26=-57(F) 27=-57(F) 28=-57(F) 29=-57(F) 31=-57(F) 32=-437(F) 33=-61(F) 34=-109(F) 35=-109(F) 36=-109(F) 37=-109(F) 38=-109(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GRB Truss Type Hip Girder Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191895 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:21 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-9G6hIGJinP13myOm54FA026PQWL5QEmIHQ6KzIyiiCq Scale = 1:44.9 1 2 3 4 5 6 7 8 9 13 12 11 10 20 21 22 23 24 25 26 27 28 4x6 4x6 3x6 4x6 3x8 2x3 2x3 3x8 3x8 2x3 3x6 7-0-0 7-0-0 11-8-0 4-8-0 16-4-0 4-8-0 23-4-0 7-0-0 -2-0-0 2-0-0 3-9-4 3-9-4 7-0-0 3-2-12 11-8-0 4-8-0 16-4-0 4-8-0 19-6-12 3-2-12 23-4-0 3-9-4 25-4-0 2-0-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [8:0-6-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.59 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.24 0.09 (loc) 11 11-13 8 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-6 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=161(LC 24) Max Uplift 2=-1568(LC 8), 8=-1569(LC 8) Max Grav 2=1766(LC 1), 8=1767(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3265/2771, 3-4=-3096/2703, 4-5=-2784/2502, 5-6=-2787/2503, 6-7=-3099/2703, 7-8=-3268/2771 BOT CHORD 2-13=-2286/2876, 11-13=-2626/3325, 10-11=-2626/3325, 8-10=-2286/2878 WEBS 3-13=-276/252, 4-13=-724/942, 5-13=-730/557, 5-11=-22/393, 5-10=-727/557, 6-10=-725/944, 7-10=-277/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1568 lb uplift at joint 2 and 1569 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 lb down and 381 lb up at 7-0-0, 174 lb down and 197 lb up at 9-0-12, 155 lb down and 197 lb up at 11-0-12, 155 lb down and 197 lb up at 12-3-4, and 174 lb down and 197 lb up at 14-3-4, and 232 lb down and 381 lb up at 16-4-0 on top chord, and 300 lb down and 405 lb up at 7-0-0, 84 lb down and 23 lb up at 9-0-12, 84 lb down and 23 lb up at 11-0-12, 84 lb down and 23 lb up at 12-3-4, and 84 lb down and 23 lb up at 14-3-4, and 300 lb down and 405 lb up at 16-3-4 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 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GRB Truss Type Hip Girder Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191895 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:21 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-9G6hIGJinP13myOm54FA026PQWL5QEmIHQ6KzIyiiCq LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-9=-54, 14-17=-20 Concentrated Loads (lb) Vert: 4=-160(F) 6=-160(F) 12=-61(F) 13=-299(F) 10=-299(F) 20=-106(F) 22=-106(F) 23=-106(F) 25=-106(F) 26=-61(F) 27=-61(F) 28=-61(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GRC Truss Type Half Hip Girder Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191896 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:22 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-dTg3VcKKYj9wN5yyfonPZFfV0viB9aXSW4rtWkyiiCp Scale = 1:41.2 1 2 3 4 5 6 7 12 11 10 9 8 16 17 18 19 20 21 22 23 24 25 26 27 28 4x6 4x6 3x5 4x6 3x8 2x3 2x3 3x8 2x3 5x10 5x6 7-0-0 7-0-0 12-2-4 5-2-4 17-2-12 5-0-8 22-5-0 5-2-4 -2-0-0 2-0-0 3-9-4 3-9-4 7-0-0 3-2-12 12-2-4 5-2-4 17-2-12 5-0-8 22-5-0 5-2-4 0-4-33-10-36.00 12 Plate Offsets (X,Y)-- [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.53 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.21 -0.06 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=312(LC 25) Max Uplift 8=-1591(LC 5), 2=-1387(LC 8) Max Grav 8=1961(LC 1), 2=1625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2959/2373, 3-4=-2793/2327, 4-5=-2508/2144, 5-6=-2041/1677, 6-7=-2041/1677, 7-8=-1777/1578 BOT CHORD 2-12=-2242/2603, 10-12=-2376/2855, 9-10=-2376/2855 WEBS 3-12=-274/250, 4-12=-540/800, 5-12=-473/284, 5-10=-5/400, 5-9=-996/871, 6-9=-571/687, 7-9=-2013/2449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1591 lb uplift at joint 8 and 1387 lb uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 lb down and 380 lb up at 7-0-0, 174 lb down and 197 lb up at 9-1-13, 174 lb down and 197 lb up at 11-1-13, 174 lb down and 197 lb up at 13-1-13, 174 lb down and 197 lb up at 15-1-13, 174 lb down and 197 lb up at 17-1-13, 174 lb down and 197 lb up at 19-1-13, and 174 lb down and 197 lb up at 21-1-13, and 136 lb down and 189 lb up at 22-3-4 on top chord, and 300 lb down and 405 lb up at 7-0-0, 84 lb down and 23 lb up at 9-1-13, 84 lb down and 23 lb up at 11-1-13, 84 lb down and 23 lb up at 13-1-13, 84 lb down and 23 lb up at 15-1-13, 84 lb down and 23 lb up at 17-1-13, 84 lb down and 23 lb up at 19-1-13, and 84 lb down and 23 lb up at 21-1-13, and 105 lb down and 13 lb up at 22-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GRC Truss Type Half Hip Girder Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191896 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:22 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-dTg3VcKKYj9wN5yyfonPZFfV0viB9aXSW4rtWkyiiCp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 8-13=-20 Concentrated Loads (lb) Vert: 4=-160(B) 8=-71(B) 12=-299(B) 6=-106(B) 9=-61(B) 7=-134(B) 16=-106(B) 18=-106(B) 19=-106(B) 20=-106(B) 21=-106(B) 22=-106(B) 23=-61(B) 24=-61(B) 25=-61(B) 26=-61(B) 27=-61(B) 28=-61(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GRG Truss Type Hip Girder Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191897 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:23 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-5fERjyLzJ1Im?FX9DVIe6TBjeJ07uA7bkkbQ2ByiiCo Scale = 1:36.1 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 22 23 4x6 4x6 3x8 5x6 WB3x4 2x3 3x4 3x8 3x8 5-0-0 5-0-0 9-0-0 4-0-0 13-0-0 4-0-0 18-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 9-0-0 4-0-0 13-0-0 4-0-0 18-0-0 5-0-0 20-0-0 2-0-0 0-3-141-6-140-3-141-6-143.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-2-0], [5:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.59 0.68 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.51 -0.37 -0.10 (loc) 9 9 6 l/defl >422 >587 n/a L/d 240 240 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-3-9 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=63(LC 21) Max Uplift 2=-1329(LC 4), 6=-1329(LC 5) Max Grav 2=1101(LC 1), 6=1101(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3141/3811, 3-4=-3021/3714, 4-5=-3021/3715, 5-6=-3141/3812 BOT CHORD 2-11=-3642/3021, 9-11=-4585/3810, 8-9=-4585/3810, 6-8=-3617/3021 WEBS 3-11=-625/503, 4-11=-889/1014, 4-8=-889/1013, 5-8=-624/503 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1329 lb uplift at joint 2 and 1329 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 284 lb up at 4-10-4, 60 lb down and 134 lb up at 7-0-12, 60 lb down and 134 lb up at 9-0-0, and 60 lb down and 134 lb up at 10-11-4, and 100 lb down and 284 lb up at 13-1-12 on top chord, and 161 lb down and 327 lb up at 5-0-0, 42 lb down and 104 lb up at 7-0-12, 42 lb down and 104 lb up at 9-0-0, and 42 lb down and 104 lb up at 10-11-4, and 161 lb down and 327 lb up at 12-11-4 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, 3-5=-54, 5-7=-54, 12-15=-20 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss GRG Truss Type Hip Girder Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191897 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:23 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-5fERjyLzJ1Im?FX9DVIe6TBjeJ07uA7bkkbQ2ByiiCo LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-55(F) 5=-55(F) 11=-142(F) 9=-42(F) 8=-142(F) 4=-44(F) 18=-44(F) 21=-44(F) 22=-42(F) 23=-42(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss J1 Truss Type JACK-OPEN Qty 14 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191898 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:24 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-ZropwIMb4KQddP6LnCptegky8jTxdibkzOK_adyiiCn Scale = 1:9.5 1 2 3 4 3x5 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0-4-30-10-30-4-110-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.35 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 7 7 4 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=126(LC 12) Max Uplift 3=-34(LC 1), 2=-439(LC 12), 4=-48(LC 17) Max Grav 3=80(LC 12), 2=265(LC 1), 4=96(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 3, 439 lb uplift at joint 2 and 48 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss J1B Truss Type JACK-OPEN Qty 3 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191899 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:24 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-ZropwIMb4KQddP6LnCptegkyijWzdibkzOK_adyiiCn Scale = 1:6.1 1 4 2 3 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0-3-140-6-140-0-40-4-00-2-143.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.38 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 2 2 3 2-3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES Weight: 5 lb FT = 20% GRIP LUMBER- TOP CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0 Max Horz 2=70(LC 8) Max Uplift 3=-214(LC 1), 2=-650(LC 8) Max Grav 3=396(LC 8), 2=377(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 lb uplift at joint 3 and 650 lb uplift at joint 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss J1BB Truss Type JACK-OPEN Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191900 8.430 s Apr 29 2021 MiTek Industries, Inc. Mon Aug 30 14:19:10 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:NnYbKlVzoSGevO88isZf3ayk_9u-YcPb4LxMAK6qvwYOs?MRCwhPPJcKpyAafuupfcyiepV Scale = 1:6.1 1 2 3 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0-3-140-6-140-0-40-4-00-2-143.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.31 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 2 2-3 3 2-3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES Weight: 5 lb FT = 20% GRIP LUMBER- TOP CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-123/Mechanical, 2=286/0-3-0 Max Horz 2=68(LC 8) Max Uplift 3=-123(LC 1), 2=-483(LC 8) Max Grav 3=235(LC 8), 2=286(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 483 lb uplift at joint 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss J3 Truss Type JACK-OPEN Qty 12 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191901 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:26 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-WEwaL_NrcygLsjGkudrLj5pIdX7a5c51Rip4fVyiiCl Scale = 1:14.6 1 2 8 9 3 10 4 3x5 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-31-10-30-4-111-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.35 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=186(LC 12) Max Uplift 3=-55(LC 9), 2=-359(LC 12), 4=-45(LC 9) Max Grav 3=51(LC 1), 2=259(LC 1), 4=46(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 3, 359 lb uplift at joint 2 and 45 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss J3B Truss Type JACK-OPEN Qty 4 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191902 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:26 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-WEwaL_NrcygLsjGkudrLj5pAcX8X5c51Rip4fVyiiCl Scale = 1:10.0 1 2 8 9 3 10 4 3x5 4x6 3x4 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-3-141-0-140-8-141-0-143.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [2:0-1-4,1-8-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.87 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.00 (loc) 5-7 5-7 4 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=100(LC 8) Max Uplift 3=-50(LC 8), 2=-388(LC 8), 4=-43(LC 9) Max Grav 3=41(LC 1), 2=257(LC 1), 4=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-7 to 0-11-9, Interior(1) 0-11-9 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 3, 388 lb uplift at joint 2 and 43 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss J3C Truss Type Jack-Open Qty 2 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191903 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:27 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-_QUyYKOTNFoCUtrwSLMaGJMTNwTNq3LBfLZeByyiiCk Scale = 1:14.6 1 2 3 7 6 11 12 4 5 3x5 3x4 3x4 3x4 2-8-0 2-8-0 3-0-0 0-4-0 -2-0-0 2-0-0 2-8-0 2-8-0 3-0-0 0-4-0 0-4-31-10-31-2-30-8-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.35 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 -0.00 -0.00 (loc) 10 10 5 7-10 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=186(LC 12) Max Uplift 4=-31(LC 12), 2=-297(LC 12), 5=-23(LC 9) Max Grav 4=28(LC 1), 2=259(LC 1), 5=53(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 4, 297 lb uplift at joint 2 and 23 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss J5 Truss Type Jack-Open Qty 8 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191904 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:28 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-Sd1KmfP58Zw350Q602uppWvd7KkjZWbKu?IBjOyiiCj Scale = 1:19.5 1 2 8 3 4 3x4 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.35 0.59 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 -0.00 0.05 (loc) 4-7 4-7 3 4-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=247(LC 12) Max Uplift 3=-117(LC 12), 2=-297(LC 12) Max Grav 3=119(LC 17), 2=318(LC 1), 4=84(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 3 and 297 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss J5A Truss Type JACK-OPEN Qty 4 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191905 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:28 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-Sd1KmfP58Zw350Q602uppWvc5Kn4ZWbKu?IBjOyiiCj Scale = 1:19.5 1 2 8 3 9 4 4x5 4x10 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.42 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.04 -0.00 (loc) 4-7 4-7 3 l/defl >407 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=247(LC 12) Max Uplift 3=-129(LC 12), 2=-403(LC 12), 4=-91(LC 9) Max Grav 3=103(LC 1), 2=318(LC 1), 4=84(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-1-8, Interior(1) 1-1-8 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3, 403 lb uplift at joint 2 and 91 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss J5B Truss Type JACK-OPEN Qty 5 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191906 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:29 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-wpbiz?Qjvt2wjA?IZmP2LkRnpk7IIyrT7f2lFqyiiCi Scale = 1:13.8 1 2 8 3 9 4 4x5 6x8 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-3-141-6-141-2-141-6-143.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.42 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.03 -0.00 (loc) 4-7 4-7 4 l/defl >511 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=134(LC 8) Max Uplift 3=-119(LC 8), 2=-453(LC 8), 4=-90(LC 8) Max Grav 3=98(LC 1), 2=315(LC 1), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-7 to 0-11-9, Interior(1) 0-11-9 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 3, 453 lb uplift at joint 2 and 90 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss J5C Truss Type Jack-Open Qty 2 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191907 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:29 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-wpbiz?Qjvt2wjA?IZmP2LkRotk3CIyrT7f2lFqyiiCi Scale = 1:19.5 1 2 3 7 6 11 4 5 3x4 3x4 3x4 4x5 2-8-0 2-8-0 5-0-0 2-4-0 -2-0-0 2-0-0 2-8-0 2-8-0 5-0-0 2-4-0 0-4-32-10-32-2-30-8-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.35 0.70 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.02 0.05 (loc) 6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=247(LC 12) Max Uplift 4=-92(LC 12), 2=-297(LC 12), 5=-18(LC 9) Max Grav 4=104(LC 17), 2=318(LC 1), 5=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/97 BOT CHORD 2-7=-293/329 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 4, 297 lb uplift at joint 2 and 18 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss J7 Truss Type Jack-Open Qty 23 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191908 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:30 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-O?95BLQMgAAnLKaV7TwHux_uU8Tj1P4dLJnIoHyiiCh Scale: 1/2"=1' 1 2 8 9 3 4 3x5 7-0-0 7-0-0 -2-0-0 2-0-0 7-0-0 7-0-0 0-4-33-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.68 0.43 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 -0.01 0.18 (loc) 4-7 4-7 3 4-7 l/defl >999 >481 n/a >473 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=309(LC 12) Max Uplift 3=-181(LC 12), 2=-315(LC 12), 4=-3(LC 12) Max Grav 3=172(LC 17), 2=385(LC 1), 4=124(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 3, 315 lb uplift at joint 2 and 3 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss J7A Truss Type JACK-OPEN Qty 2 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191909 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:31 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-sCjTOhR_RUIeyU9hhBRWQ9X6NYmsmphmazXrKjyiiCg Scale: 1/2"=1' 1 2 3 6 10 4 11 54x6 4x10 6x8 3x4 7-0-0 7-0-0 -2-0-0 2-0-0 4-8-8 4-8-8 7-0-0 2-3-8 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8], [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.48 0.62 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 -0.11 -0.00 (loc) 6-9 6-9 2 l/defl >258 >728 n/a L/d 240 240 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-0, 5=Mechanical Max Horz 2=309(LC 12) Max Uplift 4=-26(LC 12), 2=-464(LC 12), 5=-307(LC 12) Max Grav 4=43(LC 17), 2=385(LC 1), 5=218(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-516/188 WEBS 3-6=-286/784 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-1-8, Interior(1) 1-1-8 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 4, 464 lb uplift at joint 2 and 307 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss J7C Truss Type Jack-Open Qty 6 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191910 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:31 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-sCjTOhR_RUIeyU9hhBRWQ9X8YYmcmmJmazXrKjyiiCg Scale: 1/2"=1' 1 2 3 8 7 6 12 4 5 3x4 3x4 3x4 3x6 4x4 2-8-0 2-8-0 7-0-0 4-4-0 -2-0-0 2-0-0 2-8-0 2-8-0 7-0-0 4-4-0 0-4-33-10-33-2-33-5-80-8-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.34 0.58 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.03 0.06 (loc) 6-7 6-7 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 *Except* 3-8: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-7 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=309(LC 12) Max Uplift 4=-135(LC 12), 2=-315(LC 12), 5=-49(LC 12) Max Grav 4=118(LC 17), 2=385(LC 1), 5=149(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-386/265 BOT CHORD 2-8=-577/498, 6-7=-1186/1023 WEBS 3-6=-1035/1199 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 4, 315 lb uplift at joint 2 and 49 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss KJ9 Truss Type DIAGONAL HIP GIRDER Qty 6 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191911 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:32 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-KOHrc1ScBoQVaejtFuylzM3I2x8lVF3wpdGPs9yiiCf Scale: 1/2"=1' 1 2 3 7 6 11 12 13 4 14 15 16 53x5 3x4 2x3 3x4 5-1-9 5-1-9 9-10-1 4-8-8 -2-9-15 2-9-15 5-1-9 5-1-9 9-10-1 4-8-8 0-4-33-9-140-4-43-5-113-9-144.24 12 Plate Offsets (X,Y)-- [2:0-0-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.39 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.06 -0.01 (loc) 7-10 6-7 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-3 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=306(LC 8) Max Uplift 4=-146(LC 8), 2=-730(LC 8), 5=-353(LC 8) Max Grav 4=131(LC 1), 2=587(LC 28), 5=272(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-663/636 BOT CHORD 2-7=-713/583, 6-7=-713/583 WEBS 3-6=-632/774 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 4, 730 lb uplift at joint 2 and 353 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 110 lb up at 1-6-1, 164 lb down and 110 lb up at 1-6-1, 39 lb down and 66 lb up at 4-4-0, 39 lb down and 66 lb up at 4-4-0, and 147 lb down and 138 lb up at 7-1-15, and 147 lb down and 138 lb up at 7-1-15 on top chord, and 153 lb down and 74 lb up at 1-6-1, 153 lb down and 74 lb up at 1-6-1, 14 lb down and 5 lb up at 4-4-0, 14 lb down and 5 lb up at 4-4-0, and 106 lb down at 7-1-15, and 106 lb down at 7-1-15 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: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=53(F=26, B=26) 13=-66(F=-33, B=-33) 14=71(F=35, B=35) 15=5(F=3, B=3) 16=-43(F=-22, B=-22) 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss KJB Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191912 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:33 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-oarDpNTEy5YMCoI4obT_WacSDLSuEks32H0yObyiiCe Scale = 1:19.0 1 2 3 7 6 4 5 3x6 3x4 2x3 3x4 0-0-6 0-0-6 4-1-5 4-0-15 7-0-2 2-10-13 -2-9-15 2-9-15 4-1-5 4-1-5 7-0-2 2-10-13 0-3-141-6-120-3-131-2-151-6-122.12 12 Plate Offsets (X,Y)-- [2:0-4-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.46 0.52 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.09 0.01 (loc) 7-10 7-10 5 l/defl >881 >910 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-9, 5=Mechanical Max Horz 2=156(LC 4) Max Uplift 4=-129(LC 20), 2=-689(LC 4), 5=-221(LC 4) Max Grav 4=87(LC 17), 2=732(LC 28), 5=199(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-887/571 BOT CHORD 2-7=-616/886, 6-7=-616/886 WEBS 3-6=-922/641 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 4, 689 lb uplift at joint 2 and 221 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 32 lb down and 61 lb up at 4-4-0, and 32 lb down and 61 lb up at 4-4-0 on top chord, and 456 lb down and 242 lb up at 1-6-1, 456 lb down and 242 lb up at 1-6-1, and 17 lb down and 9 lb up at 4-4-0, and 17 lb down and 9 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: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 3=-4(F=-2, B=-2) 7=-22(F=-11, B=-11) 10=167(F=84, B=84) 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss KJC Truss Type Diagonal Hip Girder Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191913 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:34 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-HnPb0jTsjPgDpxtGMJ_D2n9dzlkVz74DGxlWx2yiiCd Scale = 1:24.5 1 2 3 4 5 12 11 10 9 8 16 17 18 6 19 20 21 7 3x5 3x4 4x5 2x3 3x4 4x10 3x4 2x3 3x4 2-2-3 2-2-3 3-7-12 1-5-9 6-7-2 2-11-6 9-10-1 3-2-14 -2-9-15 2-9-15 2-2-3 2-2-3 3-7-12 1-5-9 6-7-2 2-11-6 9-10-1 3-2-14 0-4-33-9-140-4-43-5-113-1-140-8-04.24 12 Plate Offsets (X,Y)-- [2:0-0-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.82 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.21 0.05 (loc) 10 10 7 l/defl >687 >562 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 4-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-10-15, 7=Mechanical Max Horz 2=306(LC 24) Max Uplift 6=-101(LC 24), 2=-584(LC 8), 7=-270(LC 8) Max Grav 6=65(LC 17), 2=710(LC 28), 7=475(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1656/453, 3-4=-1683/526, 4-5=-974/451 BOT CHORD 2-12=-556/1371, 11-12=-296/413, 4-10=-162/552, 9-10=-549/915, 8-9=-549/916 WEBS 3-12=-423/209, 10-12=-363/1291, 5-9=-152/391, 5-8=-1059/635 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 6, 584 lb uplift at joint 2 and 270 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 110 lb up at 1-6-1, 164 lb down and 110 lb up at 1-6-1, 92 lb down and 38 lb up at 4-4-0, 92 lb down and 38 lb up at 4-4-0, and 141 lb down and 112 lb up at 7-1-15, and 141 lb down and 112 lb up at 7-1-15 on top chord, and 92 lb down and 74 lb up at 1-6-1, 92 lb down and 74 lb up at 1-6-1, 73 lb down and 32 lb up at 4-4-0, 73 lb down and 32 lb up at 4-4-0, and 47 lb down and 33 lb up at 7-1-15, and 47 lb down and 33 lb up at 7-1-15 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: 1-6=-54, 11-13=-20, 7-10=-20 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss KJC Truss Type Diagonal Hip Girder Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191913 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:34 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-HnPb0jTsjPgDpxtGMJ_D2n9dzlkVz74DGxlWx2yiiCd LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 16=53(F=26, B=26) 18=-39(F=-20, B=-20) 19=71(F=35, B=35) 20=-27(F=-14, B=-14) 21=-70(F=-35, B=-35) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss V2 Truss Type Valley Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191914 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:35 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-lzz_E3UUUjo3R5SSw0WSb?huJ9G2igKMVbV3TUyiiCc Scale = 1:7.8 1 2 3 3x4 2-0-0 2-0-0 1-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=42(LC 12) Max Uplift 1=-22(LC 12), 2=-47(LC 12) Max Grav 1=51(LC 1), 2=40(LC 17), 3=28(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 47 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss V4 Truss Type Valley Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191915 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:35 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-lzz_E3UUUjo3R5SSw0WSb?hmu9DLigKMVbV3TUyiiCc Scale = 1:12.8 1 2 3 3x4 3x4 3x4 4-0-0 4-0-0 2-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.64 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=99(LC 12) Max Uplift 1=-51(LC 12), 3=-101(LC 12) Max Grav 1=120(LC 1), 3=126(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-135/264 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 1 and 101 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss V6 Truss Type Valley Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191916 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:36 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-D9WMRPV6F0ww3F1fUk1h7CEy4ZThR7aVkFEc?wyiiCb Scale = 1:18.7 1 2 3 4 5 3x4 3x4 3x5 6-0-0 6-0-0 3-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.58 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 3=6-0-0 Max Horz 1=161(LC 12) Max Uplift 1=-83(LC 12), 3=-163(LC 12) Max Grav 1=194(LC 1), 3=204(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-211/410 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 1 and 163 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss V8 Truss Type Valley Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191917 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-hL4kfkWl0K2nhPcr1RYwgQn7vyvXAY8fzv_AXNyiiCa Scale = 1:25.3 1 2 3 5 4 6 3x4 3x4 3x4 2x3 2x3 8-0-0 8-0-0 4-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.22 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=222(LC 12) Max Uplift 4=-93(LC 12), 5=-282(LC 12) Max Grav 1=89(LC 1), 4=117(LC 17), 5=353(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-383/172 WEBS 2-5=-330/577 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 4 and 282 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. August 30,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77761 Truss V9 Truss Type Valley Qty 1 Ply 1 4403REDWOOD/TROTTER Job Reference (optional) T25191918 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Aug 30 09:27:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:NnYbKlVzoSGevO88isZf3ayk_9u-hL4kfkWl0K2nhPcr1RYwgQn6xyulAY7fzv_AXNyiiCa Scale = 1:28.3 1 2 3 5 4 6 3x4 3x4 3x4 2x3 2x3 9-0-8 9-0-8 4-6-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.27 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-0-8, 4=9-0-8, 5=9-0-8 Max Horz 1=254(LC 12) Max Uplift 4=-111(LC 12), 5=-311(LC 12) Max Grav 1=110(LC 1), 4=138(LC 17), 5=389(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-385/171, 3-4=-123/252 WEBS 2-5=-343/578 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 8-10-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 4 and 311 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. August 30,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths